기산고가(1000년빈도,P1P24)_rev03(활하중추가)

기산고가 내진 계산서

목 차

1. 설 계 기 준

2. 단면제원

3. 하 중 재 하

4. 모 델 링

5. 모 드 형 상

6. 응답 스펙트럼 해석

1) 교량형식◈ 상부구조 :

◈ 하부구조 : 교 대 : 본 체 :

교 각 : 본 체 :

2) 교량연장 : L = 40.00 @ 8

+ 35.00 @ 20 + 30.00 @ 3

+ 30.00 @ 10 = 1410.000

3) 교량폭원 : B = 10.900 m

1) 개 요

2) 내진등급 :

3) 가속도계수 : 지진 구역 : Ⅰ 구역 0.11 )

위험도계수 : 1.40

4) 지반계수 : 지반 종류 : S = 1.5

5) 응답수정계수

하 부 구 조 R 연 결 부 분 R

벽 식 교 각 2.0 상부구조와 교대 0.8

상부구조와 한 지간내의 신축이음 0.83.0

2.0

단 일 기 둥 3.0

1.0강재 또는 합성강재와 콘크리트 말뚝가구

5.0

3.0

다 주 가 구 5.0 기둥 또는 교각과 기초 1.0

1. 설계기준

1.1 구조계획

PSC BOX+PSC-e빔교

역T형 교대

π형 교각+T형 교각

(T/K 5공구 구간)

(본 지진계산서 해석구간)

기산고가의 경우 T/K 5공구 아산고가와 연결된 장대교량으로 전 교량을 일괄 모델링하기에는 어려움이

있어 교량을 구간으로 나누어 모델링하였다.

본 지진계산서 해석구간 결과의 유효성을 높이기 위해 해석구간 좌우로 약 300m 정도를 추가로 모델링에

반영하였다.

(본 지진계산서 해석구간)

1.2 내진기준

교량의 내진설계는 엄밀해석을 위하여 전체구조물을 3차원 모델링 하였으며, 범용프로그램인

MIDAS CIVIL2009을 이용하여 응답스펙트럼 해석법(Response Spectrum)중의 한가지 다중모드

중첩법을 수행한다.

내진1등급교

(구역계수:

(재현주기 1000년)

(기산고가의 경우 일부상부 매립층 및 퇴적층이 연약지반

으로 분류되어 지반종류 Ⅲ 적용)

철근콘크리트 말뚝가구 (bent)

1. 수직말뚝만 사용한 경우

2. 한개이상의 경사말뚝을 사용한 경우

기둥, 교각 또는 말뚝가구와 캡빔 또는 상부구조 1. 수직말뚝만 사용한 경우

2. 한개이상의 경사말뚝을 사용한 경우

6) 설계응답스펙트럼의 결정

복합모드 스펙트럼해석에 적용하는 설계스펙트럼은 철도교설계기준에 따르며 그 값은 다음과

1.2 ·A ·SCsm = < 2.5 ·A -------------------> Tm ≤ 4.0 인 경우

3.0 ·A ·S

Csm = < 2.5 ·A -------------------> Tm > 4.0 인 경우

A : 가속도계수 = 0.154

S : 지반특성에 따른 무차원의 지반계수

( 9.806 m/sec² )

: 0.154

( 1.5 )

1) 콘크리트 설계강도◈ PSC BOX : fck = 40 Mpa

◈ PSC-e BEAM: fck = 40 Mpa

◈ 교 각 : fck = 30 Mpa

2) 콘크리트 탄성계수◈ PSC BOX : Ec = = 30,867 Mpa

◈ PSC-e BEAM: Ec = = 30,867 Mpa

◈ 교 각 : Ec = = 28,555 Mpa

1) 철도설계기준 노반편 ------------------------------------------------

2) 콘크리트 구조설계기준 -------------------------------------------------

3) ------------------------------------------------

같이 나타낸다.

Tm2/3

Tm4/3

여기서,

Sa : 탄성지진응답 가속도 (m/sec²)

Cs : 탄성지진응답 계수(무차원)

g : 중력가속도A : 지진가속도 계수 (재현주기 1000년)

S : 지반특성에 따른 무차원의 지반계수T : 진동모드의 주기

1. 3 단면재료상수

0.077×mc^1.5×3√fcu

0.077×mc^1.5×3√fcu

0.077×mc^1.5×3√fcu

1.4 참 고 문 헌

한국철도시설공단(2013)

건설교통부 (2003,2007)

내진설계편람(고속도로교량의) 한국도로공사(2000)

G69

박성현: 콘크리트 구조설계기준 2003적용(p.66)

m

R

0.8

0.8

1.0

1.0

◎ PSC BOX

2. 단면제원

- MIDAS 프로그램 내 단면특성값

◎ PSC-e 35m


◎ PSC-e 30m


90

90

상부 고정하중 반력 16265.83 kN ÷ 39.92 m = = 407.46 kN/m

= 407.46 kN/m

상부 고정하중 반력 13561.00 kN ÷ 34.92 m = = 388.34 kN/m

= 388.34 kN/m

3. 하중재하

3.1 PSC BOX(L=40.0m) 고정하중

① 고정하중 :

합계 :

3.2 PSC e-BEAM(L=35.0m) 고정하중

① 고정하중 :

합계 :

상부 고정하중 반력 11391.77 kN ÷ 29.94 m = = 380.49 kN/m

= 380.49 kN/m

3.3 PSC e-BEAM(L=30.0m) 고정하중

① 고정하중 :

합계 :

3.4 활하중 재하 (단선열차 등분포하중의 30%만 재하)

3.5 하중조합

① LCX = 1.0 교축방향 Spec + 0.3 교축직각방향 Spec

② LCY = 0.3 교축방향 Spec + 1.0 교축직각방향 Spec

kN/m

kN/m

kN/m

kN/m

kN/m

kN/m

1) 3D VIEW

4. 모델링

VA

R.

0.4

5

받침

2.0

0

코핑

기둥

4.00 m

0.16 + 0.011 + 19211.00 = 0.36

27000 × 12.566

( 0.36 × 4.00 4 = 3.11 m

2.40 m

0.16 + 0.011 + 17952.76 = 0.41

27000 × 4.524

( 0.41 × 2.40 4 = 1.92 m

2.20 m

0.16 + 0.011 + 16111.68 = 0.41

27000 × 3.801

( 0.41 × 2.20 4 = 1.76 m

2) 교각 모델링

¡ 유효강성을 고려한 단면 산정

1) PCB40m 구간 - 직경

유효강성비 = 12 × 0.3 ×

유효강성비를 반영한 기둥 직경 = )¼

2) PSC35m 구간 - 직경

유효강성비 = 12 × 0.3 ×


3) PSC30m 구간 - 직경

유효강성비 = 12 × 0.3 ×


EL LINKEL LINK

DUMMY 부재DUMMY 부재

상부구조물상부구조물

교각번호 교각높이 Kv K1 K4 말뚝개수 Khfx Khfy SDx Sdy SDz SRx

P1 12.00 650992 273738 282602 294.3063 403.62 42 112676 102033 11609656 11599013 27341684 ###

P2 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P3 12.00 650992 273738 282602 294.3063 403.62 42 112676 102033 11609656 11599013 27341684 ###

P4 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P5 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P6 14.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P7 14.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P8 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P9 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P10 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P11 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P12 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P13 12.00 650992 273738 282602 294.3063 403.62 42 112676 102033 11609656 11599013 27341684 ###

P14 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P15 12.00 650992 273738 282602 294.3063 403.62 42 112676 102033 11609656 11599013 27341684 ###

P16 12.00 650992 273738 282602 294.3063 403.62 42 112676 102033 11609656 11599013 27341684 ###

P17 12.00 650992 273738 282602 294.3063 403.62 42 112676 102033 11609656 11599013 27341684 ###

P18 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P19 12.00 650992 273738 282602 294.3063 403.62 42 112676 102033 11609656 11599013 27341684 ###

P20 11.00 650992 273738 282602 294.3063 403.62 42 112676 102033 11609656 11599013 27341684 ###

P21 9.00 680764 273738 282602 294.3063 403.62 42 38632 34983 11535611 11531962 28592069 ###

3) 교각기초 지반 스프링

I(교축) I(교직)

교각번호 교각높이 Kv K1 K4 말뚝개수 Khfx Khfy SDx Sdy SDz SRxI(교축) I(교직)

P22 9.00 680764 273738 282602 294.3063 403.62 42 38632 34983 11535611 11531962 28592069 ###

P23 9.00 680764 273738 282602 294.3063 403.62 42 38632 34983 11535611 11531962 28592069 ###

P24 9.00 680764 273738 282602 294.3063 403.62 42 38632 34983 11535611 11531962 28592069 ###

P25 8.00 680764 273738 282602 294.3063 403.62 42 38632 34983 11535611 11531962 28592069 ###

P26 8.00 680764 273738 282602 294.3063 403.62 42 38632 34983 11535611 11531962 28592069 ###

P27 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P28 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P29 14.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P30 14.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P31 13.00 670927 273738 282602 470.89 470.89 49 45070 45070 13458213 13458213 32875440 ###

P32 10.00 680764 273738 282602 294.3063 403.62 42 38632 34983 11535611 11531962 28592069 ###

SDx = N × K1 + Khfx

Sdy = N × K1 + Khfy

SDz = N × Kv

SRx =

Sry =

SRz =

여기서,

Kv × ∑yi2 + N × K4

Kv × ∑xi2 + N × K4 N : 말뚝본수

K1 × ( ∑xi2 + ∑yi2 )) Kv, K1, K4 : 교각계산서 참조

SRy SRz

274622872 191048663

329780481 257800605

274622872 191048663

329780481 257800605

329780481 257800605

329780481 257800605

329780481 257800605

329780481 257800605

329780481 257800605

329780481 257800605

329780481 257800605

329780481 257800605

274622872 191048663

329780481 257800605

274622872 191048663

274622872 191048663

274622872 191048663

329780481 257800605

274622872 191048663

274622872 191048663

286639069 191048663

SRy SRz

286639069 191048663

286639069 191048663

286639069 191048663

286639069 191048663

286639069 191048663

329780481 257800605

329780481 257800605

329780481 257800605

329780481 257800605

329780481 257800605

286639069 191048663

1) Mode-1

2) Mode-2

3) Mode-3

5. MODE 형상

4) Mode-4

5) Mode-5

6) Mode-6

7) Mode-7

8) Mode-8

9) Mode-9

10) Mode-10

1. PSC BEAM◎ 주 형1) B = 10.700m①

100.0

18 ①9 ②

40 20 40235

152Y Y

③

24 ④

32 ⑤

24 20 2468

구분 B H A z A·z Io① 100.0 18 1800.0 9.0 16,200 145,800 48,600② 40 9 360.0 21.000 7,560 158,760 1,620③ 20 185 3700.0 110.5 408,850 45,177,925 10,552,708④ 24 24 576.0 195.000 112,320 21,902,400 18,432⑤ 68 32 2176.0 219 476,544 104,363,136 185,685슬래브 182.9 24 4389.6 -12 -52,675 632,102 210,701

계 13001.6 968,799 172,380,123 11,017,746

SLAB / BEAM = 10.700 / 5 = 2.140 mFck(slab) = 27 Mpa , Ec(slab) = 4,700√fck = 24421.916 MpaFck(beam) = 40 Mpa , Ec(beam) = 3,300√fck+77,000 = 28571.033 MpaN = E(beam)/E(slab) = 28571 / 24422 = 1.17n(slab)= 0.855

탄성계수에 의한 환산 슬래브폭 = 2.140 x 0.855 = 1.829 m

=∑(Ai x yi)

=968,799

= 74.514 ㎝∑A 13001.6

= 235.0 - 74.514 = 160.486 ㎝== 11,017,746 + 172,380,123 - 13001.6 x 74.514 2 = 111,208,977

A = 13001.6 x 5EA = 65008 ㎠Iy = 111,208,977 x 5EA = 556044883

K == ( 0.68 × 0.32 3 + 1.00 × 0.18 3 + 0.20 × 1.85 3 )/ 3

+ 1.83 × 0.24 3 / 1.17= 0.453092

②

Y축에 대하여 (상부 구조계산서 참조)

(단위:cm)

Zt1

Zb1

A·z2

zt1

zb1

Icz1 Io + ∑(Ay2) - (∑A)(yt1)2

cm4

- 비틀림 상수Σ(bxt3)/3+BxTc3/N

m4

Z축에 대하여

N38

BEAM갯수

U44

탄성계수비임 =>사용재료가다른부재에 대해서 합성후 환산단면폭 = 슬래브폭 X 탄성계수비

100Z

18 ①9 ② ③

40 20 40235

152④

24 ⑤ ⑥

32 ⑦Z

24 20 2468

구분 B H A y A·y Iyo① 18 100 1800 0.000 0 0.0 1,500,000② 9 40 180 -23.333 -4,200 97,997.2 16,000③ 9 40 180 23.333 4,200 97,997.2 16,000④ 185 20 3700 0.000 0 0.0 123,333⑤ 24 24 288 -18.000 -5,184 93,312.0 9,216⑥ 24 24 288 18.000 5,184 93,312.0 9,216⑦ 32 68 2176 0.000 0 0.0 838,485슬래브 24 182.9 4389.6 0.000 0 0 12,236,892

계 13001.6 0 382,618.40 14,749,142

=∑(Ai x yi)

=0.00

= 0.0000 m∑A 13001.6

== 14,749,142 + 382,618 - 13001.6 x 0.00 2 = 15,131,761

A = 13001.6 x 5EA = 65008 ㎠Iz = 15,131,761 x 5EA = 75658803

합성단면의 단면 제정수 요약

1.300 0.453092 1.112 0.151

(단위:cm)

A·y2

yt1

Icy1 Iyo + ∑(Ay2) - (∑A)(yt1)2

cm4

A(㎡) K(m4) Iz (m4) Iy (m4)

◎ CROSS BEAM

B= 0.30

A = 0.600I33 = 0.2000I22 = 0.0045

2.0

00

K == 1.00 × 0.15 3 ×( 16 / 3 - 3.36 × 0.15

H= / 1.00 ×( 1 - 0.15 4 /( 12 × 1.00 4 )))

= 0.0163( a = H/2 = 1.00 b= B/2 = 0.15

m2

m4

m4

- 비틀림 상수a×b3×(16/3-3.36×b/a×(1-b4/(12×a4)))

m4

이고 a ≥ b 일경우 )

◎ 주 형1000

70

3500

3640

30

1000 70

구 분 N y(cm)U-F 100.0 × 7.0 1 700.0 178.5 124,950 22,303,575 2,858 Web 3.0 × 350.0 2 2,100.0 0.0 0 0 10,718,750 L-F 100.0 × 7.0 1 700.0 -178.5 -124,950 22,303,575 2,858

합 계 3,500.0 0 44,607,150 10,724,466

e =Ay

= 0.000 cmA

= 182.000 cm = 124,950 = 50,925= -182.000 cm = 124,950 = 50,925

= 55,331,616 1,168,242= 26,017

◎ 가로보600

36

800

878

20

600 42

구 분 N y(cm)U-F 60.0 × 3.6 1 216.0 41.8 9,029 377,404 233 Web 2.0 × 80.0 1 160.0 0.0 0 0 85,333 L-F 60.0 × 3.6 1 216.0 -41.8 -9,029 377,404 233

합 계 592.0 0 754,808 85,799

e =Ay

= 0.000 cmA

= 43.600 cm = 9,029 = 4,640= -43.600 cm = 9,029 = 4,640

= 840,607 129,653= 2,080

2. 하로 판형

A(cm2) Ay(cm3) Ay2(cm4) IO(cm4)

ysu Qsu cm3 Qz,u

ysl Qsl cm3 Qz,l

Iyy = IO + Ay2 - Ae

2 cm4 Izz = cm4

K = Σbt3/3 cm4


ysu Qsu cm3 Qz,u

ysl Qsl cm3 Qz,l

Iyy = IO + Ay2 - Ae

2 cm4 Izz = cm4

K = Σbt3/3 cm4

200

16

468

500 10

200 16

구 분 N y(cm)U-F 20.0 × 1.6 1 32.0 24.2 774 18,740 7 Web 1.0 × 46.8 1 46.8 0.0 0 0 8,542 L-F 20.0 × 1.6 1 32.0 -24.2 -774 18,740 7

합 계 110.8 0 37,481 8,556

e =Ay

= 0.000 cmA

= 25.000 cm = 774 = 445= -25.000 cm = 774 = 445

= 46,037 2,137= 70

◎ 세로보(Stringer)


ysu Qsu cm3 Qz,u

ysl Qsl cm3 Qz,l

Iyy = IO + Ay2 - Ae

2 cm4 Izz = cm4

K = Σbt3/3 cm4

Io48,6001,620

10,552,70818,432185,685210,701

11,017,746

cm4

Iyo1,500,000

16,00016,000123,3339,2169,216

838,48512,236,89214,749,142

cm4

2,858 10,718,750

2,858 10,724,466

233 85,333

233 85,799

IO(cm4)

cm3

cm3

IO(cm4)

cm3

cm3

7 8,542

7 8,556

IO(cm4)

cm3

cm3

◎ 주 형

b

bu = 1.000 m

tu bl = 1.000 m

H = 3.690 m

tw H tu = 0.050 m

tw = 0.035 m

tl tl = 0.060 m

구 분 규 격 As(m²) Y(m) AsY(m³) AsY²(m⁴) Io(m⁴)

UPPER FL. 1.000 X 0.050 0.050 1.870 0.094 0.17485 0.00001

W E B 3.690 X 0.035 0.129 0.14654

LOWER FL. 1.000 X 0.060 0.060 -1.875 -0.112 0.21094 0.00002

TOTAL 0.239 -0.019 0.38578 0.14657

I33 = ∑AsY² + ∑Io

= 0.38578 + 0.14657 = 0.53235 m⁴

I22 = ( bu³ x tu / 12 ) + ( bl³ x tl / 12 ) + ( H x tw³ / 12 )

= ( 1³ x 0.05 / 12 ) + ( 1³ x 0.06 / 12 ) + ( 3.69 x 0.035³ / 12 )

= 0.00918 m⁴

K = ∑ ( b x t³) / 3

= ( 1 x 0.05³ + 1 x 0.06³ + 3.69 x 0.035³) / 3 = 0.00017 m⁴

2. 강합성 GIRDER

1) 단면 "1"

모델링시의 가로보 강성보정은 I'= I ×( L'/ L )³ 에 의한다.

여기서, L,I : 실제 가로보의 길이 및 강성 L', I' : 모델링시 가로보의 길이 및 보정강성

- 비틀림 강성

b

bu = 1.000 m

tu bl = 1.300 m

H = 3.660 m

tw H tu = 0.060 m

tw = 0.035 m

tl tl = 0.080 m


UPPER FL. 1.000 X 0.060 0.060 1.860 0.112 0.20758 0.00002

W E B 3.660 X 0.035 0.128 0.14300

LOWER FL. 1.300 X 0.080 0.104 -1.870 -0.194 0.36368 0.00006

TOTAL 0.292 -0.083 0.57125 0.14307

I33 = ∑AsY² + ∑Io

= 0.57125 + 0.14307 = 0.71433 m⁴


= ( 1³ x 0.06 / 12 ) + ( 1.3³ x 0.08 / 12 ) + ( 3.66 x 0.035³ / 12 )

= 0.01966 m⁴

K = ∑ ( b x t³) / 3

= ( 1 x 0.06³ + 1.3 x 0.08³ + 3.66 x 0.035³) / 3 = 0.00035 m⁴

2) 단면 "2"



- 비틀림 강성

b

bu = 1.200 m

tu bl = 1.300 m

H = 3.660 m

tw H tu = 0.060 m

tw = 0.035 m

tl tl = 0.080 m


UPPER FL. 1.200 X 0.060 0.072 1.860 0.134 0.24909 0.00002

W E B 3.660 X 0.035 0.128 0.14300

LOWER FL. 1.300 X 0.080 0.104 -1.870 -0.194 0.36368 0.00006

TOTAL 0.304 -0.061 0.61277 0.14308

I33 = ∑AsY² + ∑Io

= 0.61277 + 0.14308 = 0.75584 m⁴


= ( 1.2³ x 0.06 / 12 ) + ( 1.3³ x 0.08 / 12 ) + ( 3.66 x 0.035³ / 12 )

= 0.02330 m⁴

K = ∑ ( b x t³) / 3

= ( 1.2 x 0.06³ + 1.3 x 0.08³ + 3.66 x 0.035³) / 3 = 0.00036 m⁴

3) 단면 "3"



- 비틀림 강성

◎ 가로보

b

bu = 0.800 m

tu bl = 0.800 m

H = 3.700 m

tw H tu = 0.050 m

tw = 0.030 m

tl tl = 0.050 m


UPPER FL. 0.800 X 0.050 0.040 1.875 0.075 0.14063 0.00001

W E B 3.700 X 0.030 0.111 0.12663

LOWER FL. 0.800 X 0.050 0.040 -1.875 -0.075 0.14063 0.00001

TOTAL 0.191 0.000 0.28125 0.12665

I33 = ∑AsY² + ∑Io

= 0.28125 + 0.12665 = 0.40790 m⁴


= ( 0.8³ x 0.05 / 12 ) + ( 0.8³ x 0.05 / 12 ) + ( 3.7 x 0.03³ / 12 )

= 0.00427 m⁴

K = ∑ ( b x t³) / 3

= ( 0.8 x 0.05³ + 0.8 x 0.05³ + 3.7 x 0.03³) / 3 = 0.00010 m⁴

1) 지점부



- 비틀림 강성

b

bu = 0.350 m

tu bl = 0.350 m

H = 3.750 m

tw H tu = 0.025 m

tw = 0.020 m

tl tl = 0.025 m


UPPER FL. 0.350 X 0.025 0.009 1.888 0.017 0.03117 0.00000

W E B 3.750 X 0.020 0.075 0.08789

LOWER FL. 0.350 X 0.025 0.009 -1.888 -0.017 0.03117 0.00000

TOTAL 0.092 0.000 0.06235 0.08789

I33 = ∑AsY² + ∑Io

= 0.06235 + 0.08789 = 0.15024 m⁴


= ( 0.35³ x 0.025 / 12 ) + ( 0.35³ x 0.025 / 12 ) + ( 3.75 x 0.02³ / 12 )

= 0.00018 m⁴

K = ∑ ( b x t³) / 3

= ( 0.35 x 0.025³ + 0.35 x 0.025³ + 3.75 x 0.02³) / 3 = 0.00001 m⁴

2) 중앙부



- 비틀림 강성

Sa = Cs x g

( 9.806 m/sec² )

( 0.154 )

( 1.5 )

교량에서는 이러한 연계효과로 인해 각 모드를 진동의 단순한 종방향 혹은 횡방향 모드로 분류

이러한 연계효과와 최종 응답에 대한 다중모드의 기여분을 결정하기 위해서는 공간 뼈대의 동적

6. 응답스펙트럼 해석 6.1 응답 스펙트럼

1) 응답스펙트럼의 결정

Cs = 1.2 x A x S / T^2/3 ≤ 2.5A (T≤4.0인경우)

Cs = 3.0 x A x S / T^4/3 ≤ 2.5A (T＞4.0인경우)

Sa : 탄성지진응답 가속도 (m/sec²)

Cs : 탄성지진응답 계수(무차원)

g : 중력가속도A : 지진가속도 계수 재현주기 1000년S : 지반특성에 따른 무차원의 지반계수T : 진동모드의 주기

2) 지진력의 방향 결정

기하학적 형상이 불규칙하여 진동의 각 모드 내에서 3개의 좌표축 뱡향으로 진동이 연계되는

하기가 어렵고 진동의 여러 모드들이 구조물의 전체적인 응답에 기여하게 된다.

해석을 할 수 있는 전산 프로그램을 사용해야한다. 지점에서 수평의 두방향 중 어느 한 방향으로작용하는 운동은 연계효과 때문에 각 부재의 두 주축 모두를 따라서 힘을 발생시킬 것이다.

곡선형태의 구조물에 대해서 종방향 운동은 교대들을 연결하는 현(Chord)을 따라서 작용되고횡방향 운동은 이 현에 수직한 방향으로 작용된다.

다중모드 스펙트럼 해석은 적절한 선형 진동해석 전산프로그램으로 수행하여야 한다.

∴ X,Y방향의 응답스펙트럼을 사용한다.

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45

탄성 지진응답계수

주기 (T)

탄성

지진

응답

계수

/가

속도

계수

(Cs/A

)

T Cs Sa T Cs Sa T Cs Sa

0.0500 0.3850 3.7769 3.4000 0.1226 1.2027 6.7500 0.0543 0.53290.1000 0.3850 3.7769 3.4500 0.1214 1.1910 6.8000 0.0538 0.52770.1500 0.3850 3.7769 3.5000 0.1202 1.1796 6.8500 0.0533 0.52260.2000 0.3850 3.7769 3.5500 0.1191 1.1685 6.9000 0.0528 0.51750.2500 0.3850 3.7769 3.6000 0.1180 1.1577 6.9500 0.0523 0.51260.3000 0.3850 3.7769 3.6500 0.1169 1.1471 7.0000 0.0518 0.50770.3500 0.3850 3.7769 3.7000 0.1159 1.1367 7.0500 0.0513 0.50290.4000 0.3850 3.7769 3.7500 0.1148 1.1266 7.1000 0.0508 0.49820.4500 0.3850 3.7769 3.8000 0.1138 1.1167 7.1500 0.0503 0.49350.5000 0.3850 3.7769 3.8500 0.1128 1.1070 7.2000 0.0498 0.48900.5500 0.3850 3.7769 3.9000 0.1119 1.0975 7.2500 0.0494 0.48450.6000 0.3850 3.7769 3.9500 0.1109 1.0883 7.3000 0.0489 0.48010.6500 0.3694 3.6240 4.0000 0.1100 1.0792 7.3500 0.0485 0.47570.7000 0.3516 3.4493 4.0500 0.1073 1.0531 7.4000 0.0481 0.47140.7500 0.3358 3.2942 4.1000 0.1056 1.0360 7.4500 0.0476 0.46720.8000 0.3217 3.1555 4.1500 0.1039 1.0194 7.5000 0.0472 0.46310.8500 0.3089 3.0305 4.2000 0.1023 1.0032 7.5500 0.0468 0.45900.9000 0.2974 2.9172 4.2500 0.1007 0.9875 7.6000 0.0464 0.45500.9500 0.2868 2.8139 4.3000 0.0991 0.9722 7.6500 0.0460 0.45101.0000 0.2772 2.7193 4.3500 0.0976 0.9574 7.7000 0.0456 0.44711.0500 0.2683 2.6323 4.4000 0.0961 0.9429 7.7500 0.0452 0.44331.1000 0.2601 2.5519 4.4500 0.0947 0.9288 7.8000 0.0448 0.43951.1500 0.2525 2.4774 4.5000 0.0933 0.9151 7.8500 0.0444 0.43581.2000 0.2455 2.4081 4.5500 0.0919 0.9017 7.9000 0.0440 0.43211.2500 0.2389 2.3434 4.6000 0.0906 0.8886 7.9500 0.0437 0.42851.3000 0.2327 2.2830 4.6500 0.0893 0.8759 8.0000 0.0433 0.42491.3500 0.2269 2.2262 4.7000 0.0880 0.8635 8.0500 0.0430 0.42141.4000 0.2215 2.1729 4.7500 0.0868 0.8514 8.1000 0.0426 0.41791.4500 0.2164 2.1227 4.8000 0.0856 0.8396 8.1500 0.0423 0.41451.5000 0.2115 2.0752 4.8500 0.0844 0.8281 8.2000 0.0419 0.41111.5500 0.2070 2.0304 4.9000 0.0833 0.8168 8.2500 0.0416 0.40781.6000 0.2026 1.9878 4.9500 0.0821 0.8059 8.3000 0.0412 0.40451.6500 0.1985 1.9475 5.0000 0.0811 0.7951 8.3500 0.0409 0.40131.7000 0.1946 1.9091 5.0500 0.0800 0.7847 8.4000 0.0406 0.39811.7500 0.1909 1.8726 5.1000 0.0789 0.7744 8.4500 0.0403 0.39501.8000 0.1873 1.8377 5.1500 0.0779 0.7644 8.5000 0.0399 0.39191.8500 0.1839 1.8045 5.2000 0.0769 0.7546 8.5500 0.0396 0.38881.9000 0.1807 1.7727 5.2500 0.0759 0.7451 8.6000 0.0393 0.38581.9500 0.1776 1.7422 5.3000 0.0750 0.7357 8.6500 0.0390 0.38292.0000 0.1746 1.7131 5.3500 0.0741 0.7265 8.7000 0.0387 0.37992.0500 0.1718 1.6851 5.4000 0.0731 0.7176 8.7500 0.0384 0.37702.1000 0.1690 1.6582 5.4500 0.0723 0.7088 8.8000 0.0381 0.37422.1500 0.1664 1.6324 5.5000 0.0714 0.7002 8.8500 0.0379 0.37142.2000 0.1639 1.6076 5.5500 0.0705 0.6918 8.9000 0.0376 0.36862.2500 0.1614 1.5837 5.6000 0.0697 0.6836 8.9500 0.0373 0.36592.3000 0.1591 1.5607 5.6500 0.0689 0.6756 9.0000 0.0370 0.36312.3500 0.1568 1.5385 5.7000 0.0681 0.6677 9.0500 0.0367 0.36052.4000 0.1546 1.5170 5.7500 0.0673 0.6600 9.1000 0.0365 0.35782.4500 0.1525 1.4963 5.8000 0.0665 0.6524 9.1500 0.0362 0.35522.5000 0.1505 1.4763 5.8500 0.0657 0.6450 9.2000 0.0359 0.35272.5500 0.1485 1.4569 5.9000 0.0650 0.6377 9.2500 0.0357 0.35012.6000 0.1466 1.4382 5.9500 0.0643 0.6305 9.3000 0.0354 0.34762.6500 0.1448 1.4200 6.0000 0.0636 0.6235 9.3500 0.0352 0.34512.7000 0.1430 1.4024 6.0500 0.0629 0.6167 9.4000 0.0349 0.34272.7500 0.1412 1.3854 6.1000 0.0622 0.6100 9.4500 0.0347 0.34032.8000 0.1395 1.3689 6.1500 0.0615 0.6033 9.5000 0.0344 0.33792.8500 0.1379 1.3528 6.2000 0.0608 0.5969 9.5500 0.0342 0.33552.9000 0.1363 1.3372 6.2500 0.0602 0.5905 9.6000 0.0340 0.33322.9500 0.1348 1.3220 6.3000 0.0596 0.5843 9.6500 0.0337 0.33093.0000 0.1333 1.3073 6.3500 0.0589 0.5781 9.7000 0.0335 0.32863.0500 0.1318 1.2930 6.4000 0.0583 0.5721 9.7500 0.0333 0.32643.1000 0.1304 1.2791 6.4500 0.0577 0.5662 9.8000 0.0330 0.32423.1500 0.1290 1.2655 6.5000 0.0571 0.5604 9.8500 0.0328 0.32203.2000 0.1277 1.2523 6.5500 0.0565 0.5547 9.9000 0.0326 0.31983.2500 0.1263 1.2394 6.6000 0.0560 0.5491 9.9500 0.0324 0.31773.3000 0.1251 1.2268 6.6500 0.0554 0.5436 10.0000 0.0322 0.31563.3500 0.1238 1.2146 6.7000 0.0549 0.5382

* MIDAS 입력 DATA

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45

탄성 지진응답계수

주기 (T)

탄성

지진

응답

계수

/가

속도

계수

(Cs/A

)

Sa

0.53290.52770.52260.51750.51260.50770.50290.49820.49350.48900.48450.48010.47570.47140.46720.46310.45900.45500.45100.44710.44330.43950.43580.43210.42850.42490.42140.41790.41450.41110.40780.40450.40130.39810.39500.39190.38880.38580.38290.37990.37700.37420.37140.36860.36590.36310.36050.35780.35520.35270.35010.34760.34510.34270.34030.33790.33550.33320.33090.32860.32640.32420.32200.31980.31770.3156

Mode 비 고X-Axis Y-Axis Z-Axis

1 0.936278 1.068059 0.010000 0.000000 0.000000

2 0.935620 1.068810 0.010000 0.000000 0.000000

3 0.934592 1.069986 0.110000 0.000000 0.000000

4 0.933290 1.071479 0.110000 0.000000 0.000000

5 0.931838 1.073148 0.520000 0.000000 0.000000

6 0.930377 1.074833 0.520000 0.000000 0.000000

7 0.929051 1.076367 2.130000 0.000000 0.000000

8 0.927993 1.077595 2.130000 0.000000 0.000000

9 0.927311 1.078387 19.070000 0.000000 0.000000

10 0.869235 1.150437 21.310000 0.000000 0.000000

11 0.702628 1.423228 21.480000 0.000000 0.010000

12 0.701095 1.426340 23.810000 0.000000 0.010000

13 0.698106 1.432447 28.180000 0.000000 0.010000

14 0.650049 1.538346 28.180000 0.000000 0.010000

15 0.647648 1.544048 31.140000 0.000000 0.020000

16 0.645769 1.548542 35.770000 0.000000 0.020000

17 0.600184 1.666156 38.370000 0.000000 0.020000

18 0.599606 1.667761 38.590000 0.000000 0.030000

19 0.596487 1.676482 38.600000 0.000000 0.030000

20 0.593312 1.685455 45.960000 0.000000 0.040000

21 0.550371 1.816955 46.170000 0.000000 0.040000

22 0.549458 1.819974 46.170000 0.000000 0.040000

23 0.547312 1.827112 48.210000 0.000000 0.050000

24 0.547101 1.827816 48.220000 0.000000 0.050000

25 0.544783 1.835593 53.060000 0.000000 0.070000

26 0.543754 1.839066 60.380000 0.000000 0.100000

27 0.540005 1.851835 60.380000 19.220000 0.100000

28 0.531191 1.882561 60.380000 32.930000 0.100000

29 0.530913 1.883548 60.380000 32.940000 0.100000

30 0.516344 1.936693 60.380000 35.380000 0.100000

31 0.503288 1.986934 60.630000 35.380000 0.100000

32 0.502202 1.991230 60.630000 35.380000 0.100000

33 0.499735 2.001060 60.630000 35.380000 0.100000

34 0.497207 2.011236 60.630000 35.440000 0.100000

35 0.497203 2.011249 65.440000 35.440000 0.140000

36 0.496205 2.015297 73.870000 35.440000 0.200000

37 0.496194 2.015342 73.990000 35.440000 0.200000

38 0.491738 2.033603 74.110000 35.440000 0.200000

39 0.487738 2.050279 82.450000 35.440000 0.260000

40 0.474849 2.105931 82.450000 36.760000 0.260000

41 0.457592 2.185354 85.740000 36.760000 0.270000

42 0.451146 2.216578 85.740000 37.080000 0.270000

43 0.434313 2.302485 85.740000 39.940000 0.270000

44 0.428411 2.334206 85.740000 41.860000 0.270000

45 0.408872 2.445755 85.740000 44.180000 0.270000

46 0.395844 2.526248 85.740000 49.450000 0.270000

6.2 질량참여율

1) Mode별 자유진동 특성Period(sec)

Frequency(cycle/sec)

Participating Mass Ratios(질량누가)


Period(sec)



47 0.391799 2.552328 88.370000 49.450000 0.300000

48 0.385020 2.597268 88.370000 61.820000 0.300000

49 0.384328 2.601946 88.370000 62.820000 0.300000

50 0.373472 2.677574 88.370000 63.390000 0.300000

51 0.372148 2.687102 88.370000 65.820000 0.300000

52 0.365909 2.732920 88.370000 65.860000 0.300000

53 0.363994 2.747297 88.370000 65.860000 0.300000

54 0.356731 2.803232 94.890000 65.860000 0.450000

55 0.352841 2.834141 94.890000 71.560000 0.450000

56 0.341279 2.930151 94.890000 73.910000 0.450000

57 0.331464 3.016918 94.890000 75.140000 0.450000

58 0.328118 3.047683 94.890000 80.300000 0.450000

59 0.321766 3.107846 94.890000 80.580000 0.450000

60 0.320172 3.123318 94.890000 88.690000 0.450000

61 0.317288 3.151708 94.890000 94.990000 0.450000

62 0.314026 3.184450 94.890000 95.010000 0.450000

63 0.305642 3.271797 94.890000 95.070000 0.450000

64 0.295573 3.383262 94.890000 95.250000 0.450000

65 0.291356 3.432227 94.890000 95.400000 0.450000

66 0.288275 3.468906 94.980000 95.400000 14.360000

67 0.288244 3.469283 95.040000 95.400000 23.050000

68 0.287325 3.480380 95.080000 95.400000 26.720000

69 0.286714 3.487790 95.200000 95.400000 33.240000

70 0.286252 3.493431 95.200000 95.400000 33.350000

71 0.285691 3.500291 95.200000 95.400000 33.380000

72 0.285428 3.503513 95.450000 95.400000 33.660000

73 0.285179 3.506570 95.450000 95.490000 33.660000

74 0.284822 3.510970 95.450000 95.490000 34.190000

75 0.284189 3.518789 95.450000 95.490000 34.260000

76 0.283203 3.531042 95.460000 95.490000 34.570000

77 0.282329 3.541962 95.460000 95.490000 34.590000

78 0.281294 3.554997 95.460000 95.490000 34.660000

79 0.280875 3.560299 95.460000 95.540000 34.660000

80 0.280277 3.567896 95.470000 95.540000 34.670000

81 0.279562 3.577018 95.470000 95.540000 34.810000

82 0.278811 3.586662 95.470000 95.540000 34.810000

83 0.278037 3.596645 95.480000 95.540000 34.810000

84 0.277255 3.606782 95.480000 95.540000 34.820000

85 0.276468 3.617060 95.480000 95.540000 34.830000

86 0.275794 3.625900 95.480000 95.540000 34.830000

87 0.274545 3.642386 95.480000 95.540000 34.830000

88 0.273727 3.653272 95.480000 95.540000 34.830000

89 0.269656 3.708435 95.480000 95.650000 34.830000

90 0.261072 3.830364 95.480000 95.680000 34.830000

91 0.257649 3.881255 95.490000 95.680000 47.670000

92 0.257193 3.888126 95.490000 95.930000 47.670000

93 0.256777 3.894433 95.490000 95.930000 47.670000

94 0.255422 3.915095 95.490000 95.930000 49.180000

95 0.253709 3.941528 95.490000 95.930000 49.180000


Period(sec)



96 0.251778 3.971760 95.490000 95.930000 49.760000

97 0.251412 3.977534 95.590000 95.930000 59.430000

98 0.251282 3.979591 95.590000 95.970000 59.430000

99 0.249766 4.003740 95.590000 95.970000 59.430000

100 0.249366 4.010162 95.640000 95.970000 60.060000

101 0.247816 4.035259 95.640000 95.970000 60.350000

102 0.247441 4.041360 95.780000 95.970000 62.630000

103 0.246074 4.063813 95.790000 95.970000 62.640000

104 0.245553 4.072438 95.810000 95.970000 62.650000

105 0.244693 4.086762 95.810000 95.970000 62.820000

106 0.243793 4.101832 95.810000 95.970000 62.830000

107 0.243412 4.108257 95.820000 95.970000 62.920000

108 0.243398 4.108489 95.820000 95.970000 62.960000

109 0.241501 4.140769 95.820000 95.970000 62.970000

110 0.239849 4.169291 95.820000 95.980000 62.970000

111 0.237089 4.217830 95.820000 95.980000 62.970000

112 0.234999 4.255330 95.820000 96.010000 62.970000

113 0.231676 4.316380 95.820000 96.010000 62.970000

114 0.216906 4.610302 95.820000 96.020000 62.970000

115 0.209431 4.774850 95.820000 96.020000 62.970000

116 0.206825 4.834995 95.820000 96.040000 62.970000

117 0.132104 7.569807 95.820000 96.040000 62.970000

118 0.125736 7.953176 95.820000 96.040000 62.970000

119 0.125058 7.996258 95.820000 96.040000 62.970000

120 0.121283 8.245173 95.820000 96.040000 62.970000

121 0.118554 8.435003 95.820000 96.040000 62.970000

122 0.114466 8.736186 95.820000 96.040000 62.970000

123 0.111072 9.003199 95.820000 96.040000 62.970000

124 0.104451 9.573908 95.820000 96.040000 62.970000

125 0.100767 9.923836 95.820000 96.040000 62.970000

126 0.096577 10.354402 95.820000 96.040000 62.970000

127 0.090855 11.006609 95.820000 96.040000 62.970000

128 0.085215 11.734981 95.820000 96.040000 62.970000

129 0.085144 11.744743 95.820000 96.040000 62.970000

130 0.084800 11.792503 95.820000 96.040000 62.970000

131 0.084626 11.816741 95.820000 96.040000 62.970000

132 0.084401 11.848254 95.820000 96.040000 62.970000

133 0.084134 11.885817 95.820000 96.040000 62.970000

134 0.083775 11.936792 95.820000 96.040000 62.970000

135 0.083437 11.985040 95.820000 96.040000 62.970000

136 0.083025 12.044497 95.820000 96.040000 62.970000

137 0.082609 12.105191 95.820000 96.040000 62.970000

138 0.082172 12.169591 95.820000 96.040000 62.970000

139 0.081746 12.232983 95.820000 96.040000 62.970000

140 0.081352 12.292195 95.820000 96.040000 62.970000

141 0.081258 12.306556 95.820000 96.040000 62.970000

142 0.080931 12.356251 95.820000 96.040000 62.970000

143 0.080612 12.405175 95.820000 96.040000 62.970000

144 0.080363 12.443607 95.830000 96.040000 62.970000


Period(sec)



145 0.080215 12.466447 95.830000 96.040000 62.970000

146 0.079912 12.513700 95.840000 96.040000 62.970000

147 0.079864 12.521288 95.840000 96.040000 62.970000

148 0.079647 12.555343 95.840000 96.040000 62.970000

149 0.079383 12.597178 95.850000 96.040000 62.970000

150 0.078536 12.732989 95.890000 96.040000 62.980000


Period(sec)



0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 1500

10

20

30

40

50

60

70

80

90

100

방향별 누적 질량 참여율

교축직각방향 교축방향 수직방향

Mode 수

질량

참여

율(%

)

비 고

비 고

비 고

비 고

구 분 비 고

shoe 1 1578.2 1091.1 1617.6 546.3

1091.1 1584.0 3000

O.K

shoe 2 1578.2 1091.1 1617.6 546.3

shoe 3 1578.2 1091.1 1617.6 546.3

shoe 4 1578.2 1091.1 1617.6 546.3

shoe 5 1578.2 1091.1 1617.6 546.3

5 평균 1091.1 평균 546.3

shoe 1 1682.0 0.0 1866.0 616.0

616.0 1056.0 3000

O.K

shoe 2 1682.0 0.0 1866.0 616.0

shoe 3 1682.0 0.0 1866.0 616.0

shoe 4 1682.0 0.0 1866.0 616.0

shoe 5 1682.0 0.0 1866.0 616.0

5 평균 0.0 평균 616.0

shoe 1 1602.6 1058.3 1624.9 621.5

1058.3 1584.0 3000

O.K

shoe 2 1602.6 1058.3 1624.9 621.5

shoe 3 1602.6 1058.3 1624.9 621.5

shoe 4 1602.6 1058.3 1624.9 621.5

shoe 5 1602.6 1058.3 1624.9 621.5

5 평균 1058.3 평균 621.5

shoe 1 1531.8 0.0 1603.6 584.3

584.3 1056.0 3000

O.K

shoe 2 1531.8 0.0 1603.6 584.3

shoe 3 1531.8 0.0 1603.6 584.3

shoe 4 1531.8 0.0 1603.6 584.3

shoe 5 1531.8 0.0 1603.6 584.3

5 평균 0.0 평균 584.3

shoe 1 1603.0 1058.4 1625.0 580.0

1058.4 1584.0 3000

O.K

shoe 2 1603.0 1058.4 1625.0 580.0

shoe 3 1603.0 1058.4 1625.0 580.0

shoe 4 1603.0 1058.4 1625.0 580.0

shoe 5 1603.0 1058.4 1625.0 580.0

5 평균 1058.4 평균 580.0

shoe 1 1566.6 0.0 1614.1 626.6

626.6 1056.0 3000

O.K

shoe 2 1566.6 0.0 1614.1 626.6

shoe 3 1566.6 0.0 1614.1 626.6

shoe 4 1566.6 0.0 1614.1 626.6

shoe 5 1566.6 0.0 1614.1 626.6

5 평균 0.0 평균 626.6

6.3 받침부 작용력※ 응답수정계수 - 교대:0.8, 교각:1.0

교축방향(X방향) 지진하중 교축직각방향(Y방향) 작용최대수평력(kN)

허용수평력(kN)

적용받침(kN)Axial

(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

교각1(종점측)

2 급

교각2(시점측)

3 급

교각2(종점측)

2 급

교각3(시점측)

3 급

교각3(종점측)

2 급

교각4(시점측)

3 급

구 분 비 고교축방향(X방향) 지진하중 교축직각방향(Y방향) 작용최대

수평력(kN)

허용수평력(kN)


(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

shoe 1 1600.9 1131.2 1624.3 513.6

1131.2 1584.0 3000

O.K

shoe 2 1600.9 1131.2 1624.3 513.6

shoe 3 1600.9 1131.2 1624.3 513.6

shoe 4 1600.9 1131.2 1624.3 513.6

shoe 5 1600.9 1131.2 1624.3 513.6

5 평균 1131.2 평균 513.6

shoe 1 1551.5 0.0 1609.6 527.4

527.4 1056.0 3000

O.K

shoe 2 1551.5 0.0 1609.6 527.4

shoe 3 1551.5 0.0 1609.6 527.4

shoe 4 1551.5 0.0 1609.6 527.4

shoe 5 1551.5 0.0 1609.6 527.4

5 평균 0.0 평균 527.4

shoe 1 1600.8 1115.5 1624.3 588.3

1115.5 1584.0 3000

O.K

shoe 2 1600.8 1115.5 1624.3 588.3

shoe 3 1600.8 1115.5 1624.3 588.3

shoe 4 1600.8 1115.5 1624.3 588.3

shoe 5 1600.8 1115.5 1624.3 588.3

5 평균 1115.5 평균 588.3

shoe 1 1556.3 0.0 1611.0 541.2

541.2 1056.0 3000

O.K

shoe 2 1556.3 0.0 1611.0 541.2

shoe 3 1556.3 0.0 1611.0 541.2

shoe 4 1556.3 0.0 1611.0 541.2

shoe 5 1556.3 0.0 1611.0 541.2

5 평균 0.0 평균 541.2

shoe 1 1598.3 1092.1 1623.5 579.0

1092.1 1584.0 3000

O.K

shoe 2 1598.3 1092.1 1623.5 579.0

shoe 3 1598.3 1092.1 1623.5 579.0

shoe 4 1598.3 1092.1 1623.5 579.0

shoe 5 1598.3 1092.1 1623.5 579.0

5 평균 1092.1 평균 579.0

shoe 1 1556.4 0.0 1610.9 608.2

608.2 1056.0 3000

O.K

shoe 2 1556.4 0.0 1610.9 608.2

shoe 3 1556.4 0.0 1610.9 608.2

shoe 4 1556.4 0.0 1610.9 608.2

shoe 5 1556.4 0.0 1610.9 608.2

5 평균 0.0 평균 608.2

교각4(종점측)

2 급

교각5(시점측)

3 급

교각5(종점측)

2 급

교각6(시점측)

3 급

교각6(종점측)

2 급

교각7(시점측)

3 급


수평력(kN)

허용수평력(kN)


(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

shoe 1 1594.1 1129.0 1622.2 512.1

1129.0 1584.0 3000

O.K

shoe 2 1594.1 1129.0 1622.2 512.1

shoe 3 1594.1 1129.0 1622.2 512.1

shoe 4 1594.1 1129.0 1622.2 512.1

shoe 5 1594.1 1129.0 1622.2 512.1

5 평균 1129.0 평균 512.1

shoe 1 1540.1 0.0 1606.0 529.3

529.3 1056.0 3000

O.K

shoe 2 1540.1 0.0 1606.0 529.3

shoe 3 1540.1 0.0 1606.0 529.3

shoe 4 1540.1 0.0 1606.0 529.3

shoe 5 1540.1 0.0 1606.0 529.3

5 평균 0.0 평균 529.3

shoe 1 1593.5 1112.9 1622.1 577.4

1112.9 1584.0 3000

O.K

shoe 2 1593.5 1112.9 1622.1 577.4

shoe 3 1593.5 1112.9 1622.1 577.4

shoe 4 1593.5 1112.9 1622.1 577.4

shoe 5 1593.5 1112.9 1622.1 577.4

5 평균 1112.9 평균 577.4

shoe 1 1546.9 0.0 1608.0 535.1

535.1 1056.0 3000

O.K

shoe 2 1546.9 0.0 1608.0 535.1

shoe 3 1546.9 0.0 1608.0 535.1

shoe 4 1546.9 0.0 1608.0 535.1

shoe 5 1546.9 0.0 1608.0 535.1

5 평균 0.0 평균 535.1

shoe 1 1589.0 1085.3 1620.8 553.7

1085.3 1584.0 3000

O.K

shoe 2 1589.0 1085.3 1620.8 553.7

shoe 3 1589.0 1085.3 1620.8 553.7

shoe 4 1589.0 1085.3 1620.8 553.7

shoe 5 1589.0 1085.3 1620.8 553.7

5 평균 1085.3 평균 553.7

shoe 1 1546.6 0.0 1608.0 592.8

592.8 1056.0 3000

O.K

shoe 2 1546.6 0.0 1608.0 592.8

shoe 3 1546.6 0.0 1608.0 592.8

shoe 4 1546.6 0.0 1608.0 592.8

shoe 5 1546.6 0.0 1608.0 592.8

5 평균 0.0 평균 592.8

교각7(종점측)

2 급

교각8(시점측)

3 급

교각8(종점측)

2 급

교각9(시점측)

3 급

교각9(종점측)

2 급

교각10(시점측)

3 급


수평력(kN)

허용수평력(kN)


(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

shoe 1 1580.7 1127.4 1618.3 470.6

1127.4 1584.0 3000

O.K

shoe 2 1580.7 1127.4 1618.3 470.6

shoe 3 1580.7 1127.4 1618.3 470.6

shoe 4 1580.7 1127.4 1618.3 470.6

shoe 5 1580.7 1127.4 1618.3 470.6

5 평균 1127.4 평균 470.6

shoe 1 1528.9 0.0 1602.8 498.6

498.6 1056.0 3000

O.K

shoe 2 1528.9 0.0 1602.8 498.6

shoe 3 1528.9 0.0 1602.8 498.6

shoe 4 1528.9 0.0 1602.8 498.6

shoe 5 1528.9 0.0 1602.8 498.6

5 평균 0.0 평균 498.6

shoe 1 1570.7 1129.8 1615.2 556.2

1129.8 1584.0 3000

O.K

shoe 2 1570.7 1129.8 1615.2 556.2

shoe 3 1570.7 1129.8 1615.2 556.2

shoe 4 1570.7 1129.8 1615.2 556.2

shoe 5 1570.7 1129.8 1615.2 556.2

5 평균 1129.8 평균 556.2

shoe 1 1532.9 0.0 1603.9 480.4

480.4 1056.0 3000

O.K

shoe 2 1532.9 0.0 1603.9 480.4

shoe 3 1532.9 0.0 1603.9 480.4

shoe 4 1532.9 0.0 1603.9 480.4

shoe 5 1532.9 0.0 1603.9 480.4

5 평균 0.0 평균 480.4

shoe 1 1588.8 1060.5 1620.7 651.1

1060.5 1584.0 3000

O.K

shoe 2 1588.8 1060.5 1620.7 651.1

shoe 3 1588.8 1060.5 1620.7 651.1

shoe 4 1588.8 1060.5 1620.7 651.1

shoe 5 1588.8 1060.5 1620.7 651.1

5 평균 1060.5 평균 651.1

shoe 1 1506.1 0.0 1595.8 640.7

640.7 1056.0 3000

O.K

shoe 2 1506.1 0.0 1595.8 640.7

shoe 3 1506.1 0.0 1595.8 640.7

shoe 4 1506.1 0.0 1595.8 640.7

shoe 5 1506.1 0.0 1595.8 640.7

5 평균 0.0 평균 640.7

교각10(종점측)

2 급

교각11(시점측)

3 급

교각11(종점측)

2 급

교각12(시점측)

3 급

교각12(종점측)

2 급

교각13(시점측)

3 급


수평력(kN)

허용수평력(kN)


(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

shoe 1 1581.1 1124.3 1618.4 504.5

1124.3 1584.0 3000

O.K

shoe 2 1581.1 1124.3 1618.4 504.5

shoe 3 1581.1 1124.3 1618.4 504.5

shoe 4 1581.1 1124.3 1618.4 504.5

shoe 5 1581.1 1124.3 1618.4 504.5

5 평균 1124.3 평균 504.5

shoe 1 1532.2 0.0 1603.7 575.1

575.1 1056.0 3000

O.K

shoe 2 1532.2 0.0 1603.7 575.1

shoe 3 1532.2 0.0 1603.7 575.1

shoe 4 1532.2 0.0 1603.7 575.1

shoe 5 1532.2 0.0 1603.7 575.1

5 평균 0.0 평균 575.1

shoe 1 1579.1 1109.9 1617.8 496.8

1109.9 1584.0 3000

O.K

shoe 2 1579.1 1109.9 1617.8 496.8

shoe 3 1579.1 1109.9 1617.8 496.8

shoe 4 1579.1 1109.9 1617.8 496.8

shoe 5 1579.1 1109.9 1617.8 496.8

5 평균 1109.9 평균 496.8

shoe 1 1533.0 0.0 1604.0 499.7

499.7 1056.0 3000

O.K

shoe 2 1533.0 0.0 1604.0 499.7

shoe 3 1533.0 0.0 1604.0 499.7

shoe 4 1533.0 0.0 1604.0 499.7

shoe 5 1533.0 0.0 1604.0 499.7

5 평균 0.0 평균 499.7

shoe 1 1569.9 1129.4 1615.1 534.5

1129.4 1584.0 3000

O.K

shoe 2 1569.9 1129.4 1615.1 534.5

shoe 3 1569.9 1129.4 1615.1 534.5

shoe 4 1569.9 1129.4 1615.1 534.5

shoe 5 1569.9 1129.4 1615.1 534.5

5 평균 1129.4 평균 534.5

shoe 1 1533.1 0.0 1604.0 497.6

497.6 1056.0 3000

O.K

shoe 2 1533.1 0.0 1604.0 497.6

shoe 3 1533.1 0.0 1604.0 497.6

shoe 4 1533.1 0.0 1604.0 497.6

shoe 5 1533.1 0.0 1604.0 497.6

5 평균 0.0 평균 497.6

교각13(종점측)

2 급

교각14(시점측)

3 급

교각14(종점측)

2 급

교각15(시점측)

3 급

교각15(종점측)

2 급

교각16(시점측)

3 급


수평력(kN)

허용수평력(kN)


(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

shoe 1 1590.7 1084.7 1621.3 533.9

1084.7 1584.0 3000

O.K

shoe 2 1590.7 1084.7 1621.3 533.9

shoe 3 1590.7 1084.7 1621.3 533.9

shoe 4 1590.7 1084.7 1621.3 533.9

shoe 5 1590.7 1084.7 1621.3 533.9

5 평균 1084.7 평균 533.9

shoe 1 1505.1 0.0 1595.6 576.6

576.6 1056.0 3000

O.K

shoe 2 1505.1 0.0 1595.6 576.6

shoe 3 1505.1 0.0 1595.6 576.6

shoe 4 1505.1 0.0 1595.6 576.6

shoe 5 1505.1 0.0 1595.6 576.6

5 평균 0.0 평균 576.6

shoe 1 1581.6 1123.1 1618.6 429.5

1123.1 1584.0 3000

O.K

shoe 2 1581.6 1123.1 1618.6 429.5

shoe 3 1581.6 1123.1 1618.6 429.5

shoe 4 1581.6 1123.1 1618.6 429.5

shoe 5 1581.6 1123.1 1618.6 429.5

5 평균 1123.1 평균 429.5

shoe 1 1549.0 0.0 1608.8 459.6

459.6 1056.0 3000

O.K

shoe 2 1549.0 0.0 1608.8 459.6

shoe 3 1549.0 0.0 1608.8 459.6

shoe 4 1549.0 0.0 1608.8 459.6

shoe 5 1549.0 0.0 1608.8 459.6

5 평균 0.0 평균 459.6

shoe 1 1602.8 991.1 1625.0 647.8

991.1 1584.0 3000

O.K

shoe 2 1602.8 991.1 1625.0 647.8

shoe 3 1602.8 991.1 1625.0 647.8

shoe 4 1602.8 991.1 1625.0 647.8

shoe 5 1602.8 991.1 1625.0 647.8

5 평균 991.1 평균 647.8

shoe 1 1507.2 0.0 1596.3 559.4

559.4 1056.0 3000

O.K

shoe 2 1507.2 0.0 1596.3 559.4

shoe 3 1507.2 0.0 1596.3 559.4

shoe 4 1507.2 0.0 1596.3 559.4

shoe 5 1507.2 0.0 1596.3 559.4

5 평균 0.0 평균 559.4

교각16(종점측)

2 급

교각17(시점측)

3 급

교각17(종점측)

2 급

교각18(시점측)

3 급

교각18(종점측)

2 급

교각19(시점측)

3 급


수평력(kN)

허용수평력(kN)


(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

shoe 1 1603.0 1107.1 1625.0 545.2

1107.1 1584.0 3000

O.K

shoe 2 1603.0 1107.1 1625.0 545.2

shoe 3 1603.0 1107.1 1625.0 545.2

shoe 4 1603.0 1107.1 1625.0 545.2

shoe 5 1603.0 1107.1 1625.0 545.2

5 평균 1107.1 평균 545.2

shoe 1 1561.3 0.0 1612.5 585.7

585.7 1056.0 3000

O.K

shoe 2 1561.3 0.0 1612.5 585.7

shoe 3 1561.3 0.0 1612.5 585.7

shoe 4 1561.3 0.0 1612.5 585.7

shoe 5 1561.3 0.0 1612.5 585.7

5 평균 0.0 평균 585.7

shoe 1 1603.7 1006.2 1625.2 536.1

1006.2 1584.0 3000

O.K

shoe 2 1603.7 1006.2 1625.2 536.1

shoe 3 1603.7 1006.2 1625.2 536.1

shoe 4 1603.7 1006.2 1625.2 536.1

shoe 5 1603.7 1006.2 1625.2 536.1

5 평균 1006.2 평균 536.1

shoe 1 1545.2 0.0 1607.7 559.6

559.6 1056.0 3000

O.K

shoe 2 1545.2 0.0 1607.7 559.6

shoe 3 1545.2 0.0 1607.7 559.6

shoe 4 1545.2 0.0 1607.7 559.6

shoe 5 1545.2 0.0 1607.7 559.6

5 평균 0.0 평균 559.6

shoe 1 1351.8 874.0 1369.2 377.7

874.0 1440.0 2500

O.K

shoe 2 1351.8 874.0 1369.2 377.7

shoe 3 1351.8 874.0 1369.2 377.7

shoe 4 1351.8 874.0 1369.2 377.7

shoe 5 1351.8 874.0 1369.2 377.7

5 평균 874.0 평균 377.7

shoe 1 1572.9 0.0 1616.0 502.6

502.6 960.0 2500

O.K

shoe 2 1572.9 0.0 1616.0 502.6

shoe 3 1572.9 0.0 1616.0 502.6

shoe 4 1572.9 0.0 1616.0 502.6

shoe 5 1572.9 0.0 1616.0 502.6

5 평균 0.0 평균 502.6

교각19(종점측)

2 급

교각20(시점측)

3 급

교각20(종점측)

2 급

교각21(시점측)

3 급

교각21(종점측)

2 급

교각22(시점측)

3 급


수평력(kN)

허용수평력(kN)


(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

shoe 1 1348.5 744.8 1368.3 455.9

744.8 1440.0 2500

O.K

shoe 2 1348.5 744.8 1368.3 455.9

shoe 3 1348.5 744.8 1368.3 455.9

shoe 4 1348.5 744.8 1368.3 455.9

shoe 5 1348.5 744.8 1368.3 455.9

5 평균 744.8 평균 455.9

shoe 1 1297.1 0.0 1352.7 413.0

413.0 960.0 2500

O.K

shoe 2 1297.1 0.0 1352.7 413.0

shoe 3 1297.1 0.0 1352.7 413.0

shoe 4 1297.1 0.0 1352.7 413.0

shoe 5 1297.1 0.0 1352.7 413.0

5 평균 0.0 평균 413.0

shoe 1 1347.0 704.0 1367.7 537.1

704.0 1440.0 2500

O.K

shoe 2 1347.0 704.0 1367.7 537.1

shoe 3 1347.0 704.0 1367.7 537.1

shoe 4 1347.0 704.0 1367.7 537.1

shoe 5 1347.0 704.0 1367.7 537.1

5 평균 704.0 평균 537.1

shoe 1 1324.1 0.0 1361.0 491.3

491.3 960.0 2500

O.K

shoe 2 1324.1 0.0 1361.0 491.3

shoe 3 1324.1 0.0 1361.0 491.3

shoe 4 1324.1 0.0 1361.0 491.3

shoe 5 1324.1 0.0 1361.0 491.3

5 평균 0.0 평균 491.3

shoe 1 1346.8 713.4 1367.8 527.5

713.4 1440.0 2500

O.K

shoe 2 1346.8 713.4 1367.8 527.5

shoe 3 1346.8 713.4 1367.8 527.5

shoe 4 1346.8 713.4 1367.8 527.5

shoe 5 1346.8 713.4 1367.8 527.5

5 평균 713.4 평균 527.5

교각22(종점측)

2 급

교각23(시점측)

3 급

교각23(종점측)

2 급

교각24(시점측)

3 급

교각24(종점측)

2 급

비 고

O.K

O.K

O.K

O.K

O.K

O.K

2 급

3 급

2 급

3 급

2 급

3 급

비 고

O.K

O.K

O.K

O.K

O.K

O.K

2 급

3 급

2 급

3 급

2 급

3 급

비 고

O.K

O.K

O.K

O.K

O.K

O.K

2 급

3 급

2 급

3 급

2 급

3 급

비 고

O.K

O.K

O.K

O.K

O.K

O.K

2 급

3 급

2 급

3 급

2 급

3 급

비 고

O.K

O.K

O.K

O.K

O.K

O.K

2 급

3 급

2 급

3 급

2 급

3 급

비 고

O.K

O.K

O.K

O.K

O.K

O.K

2 급

3 급

2 급

3 급

2 급

3 급

비 고

O.K

O.K

O.K

O.K

O.K

O.K

2 급

3 급

2 급

3 급

2 급

3 급

비 고

O.K

O.K

O.K

O.K

O.K

2 급

3 급

2 급

3 급

2 급

1. P1 부재력 집계1) 기둥하단 부재력

구 분좌측 기둥 하단 우측 기둥 하단

P (kN)V2 (kN) V3 (kN) M3 (kN.m) M2 (kN.m)


교축방향 교직방향 교축방향 교직방향 교축방향 교직방향 교축방향 교직방향교축방향 13509.04 3103.60 1388.53 29017.82 3555.14 13509.05 3103.60 580.40 29017.83 5289.70

교직방향 19211.00 1127.86 3589.33 11897.39 13667.56 19211.00 1127.86 2781.19 11897.40 15402.12






교직방향 17527.95 906.32 3696.65 7862.24 15254.17 17527.94 906.33 3017.06 7862.25 16841.47






교직방향 17489.70 916.79 3697.63 7903.00 15259.29 17489.71 916.79 3018.05 7902.99 16846.66






교직방향 16000.17 985.36 3214.15 8007.30 12075.59 16000.17 985.36 2476.70 8007.31 13658.39

6.4 교각 하중 집계






교직방향 16609.57 965.28 3488.27 7847.59 13312.48 16609.57 965.27 2750.83 7847.57 14895.30






교직방향 17003.22 942.11 3663.91 7671.09 14103.52 17003.22 942.11 2926.47 7671.08 15686.33






교직방향 15696.20 980.40 3242.20 7498.67 11322.18 15696.20 980.42 2440.07 7498.71 12888.77






교직방향 16167.17 960.95 3462.72 7346.63 12259.41 16167.18 960.94 2660.58 7346.59 13826.00

9. P9 부재력 집계

1) 기둥하단 부재력





교직방향 16407.95 930.66 3575.65 7138.44 12737.74 16407.95 930.66 2773.52 7138.43 14304.33






교직방향 14998.18 962.28 3083.68 6945.15 9815.44 14998.18 962.29 2209.24 6945.18 11349.74






교직방향 15391.46 977.32 3262.87 6988.62 10530.98 15391.46 977.31 2388.42 6988.59 12065.29






교직방향 17341.25 893.27 4001.65 6922.13 14548.63 17341.25 893.27 3199.51 6922.14 16115.22






교직방향 15621.84 973.40 3380.13 6979.67 11002.26 15621.84 973.40 2505.68 6979.68 12536.56






교직방향 15190.89 933.67 3177.05 6757.14 10186.19 15190.89 933.66 2302.60 6757.09 11720.49






교직방향 15384.16 964.79 3262.29 6938.76 10527.37 15384.16 964.79 2387.84 6938.76 12061.67






교직방향 16221.02 934.54 3485.85 7167.21 12349.41 16221.02 934.54 2683.71 7167.20 13916.01



구 분P (kN)

V2 (kN) V3 (kN) M3 (kN.m) M2 (kN.m)P (kN)

V2 (kN) V3 (kN) M3 (kN.m) M2 (kN.m)


교직방향 14542.80 1018.44 2714.08 7625.85 9069.08 14542.80 1018.44 1911.95 7625.85 10635.67






교직방향 17952.76 874.81 3717.46 7928.76 16346.67 17952.76 874.81 3089.65 7928.77 17929.99






교직방향 16928.66 964.03 3452.22 8309.43 14091.84 16928.66 964.03 2772.63 8309.43 15679.17






교직방향 17100.22 877.69 3369.38 7980.29 14605.20 17100.22 877.69 2741.57 7980.28 16188.51





구 분P (kN)

교축방향 교직방향 교축방향 교직방향P (kN)

교축방향 교직방향 교축방향 교직방향교축방향 10851.89 2515.44 1001.42 24694.44 3151.94 10851.88 2515.44 466.27 24694.44 4599.79

교직방향 15133.15 804.00 2699.26 7891.33 12156.53 15133.15 804.00 2164.12 7891.33 13604.42






교직방향 14323.11 664.18 2762.07 6605.83 12166.94 14323.10 664.18 2006.19 6605.83 14462.31






교직방향 15881.53 622.02 3216.27 6500.59 15614.29 15881.53 622.02 2512.35 6500.59 17875.56






교직방향 16111.68 621.77 3297.18 6531.91 16096.72 16111.68 621.77 2593.25 6531.90 18357.99

1. P1 변위

구 분탄성해석치

δ (m) δ (m)

교축방향 교직방향 교축방향 교직방향교축방향 0.027 0.040

교직방향 0.012 0.017

2. P2 변위


δ (m) δ (m)


교직방향 0.014 0.021

3. P3 변위


δ (m) δ (m)


교직방향 0.014 0.021

4. P4 변위


δ (m) δ (m)


교직방향 0.010 0.015

5. P5 변위


δ (m) δ (m)


교직방향 0.011 0.017

6. P6 변위


δ (m) δ (m)


교직방향 0.012 0.017

7. P7 변위


δ (m) δ (m)


교직방향 0.008 0.013

8. P8 변위

6.5 교각 기둥 횡방향 상대 변위

2차모멘트에 적용치








δ (m) δ (m)


교직방향 0.009 0.014

9. P9 변위


δ (m) δ (m)


교직방향 0.009 0.014

10. P10 변위


δ (m) δ (m)


교직방향 0.007 0.010

11. P11 변위


δ (m) δ (m)


교직방향 0.007 0.011

12. P12 변위


δ (m) δ (m)


교직방향 0.011 0.016

13. P13 변위


δ (m) δ (m)


교직방향 0.007 0.011

14. P14 변위


δ (m) δ (m)


교직방향 0.007 0.010

15. P15 변위


δ (m) δ (m)









구 분교축방향 교직방향 교축방향 교직방향

교축방향 0.023 0.035

교직방향 0.007 0.011

16. P16 변위


δ (m) δ (m)


교직방향 0.009 0.014

17. P17 변위


δ (m) δ (m)


교직방향 0.007 0.010

18. P18 변위


δ (m) δ (m)


교직방향 0.016 0.025

19. P19 변위


δ (m) δ (m)


교직방향 0.013 0.019

20. P20 변위


δ (m) δ (m)


교직방향 0.015 0.022

21. P21 변위


δ (m) δ (m)


교직방향 0.014 0.020

22. P22 변위


δ (m) δ (m)









교직방향 0.021 0.032

23. P23 변위


δ (m) δ (m)


교직방향 0.029 0.044

24. P24 변위


δ (m) δ (m)


교직방향 0.030 0.045





P (kN) V (kN)M (kN.m)

P (kN) V (kN)M (kN.m)

M (kN.m)

교축방향 13509.04 3103.60 29017.82 13509.05 3103.60 29017.83

교직방향 19211.00 3589.33 13667.56 19211.00 2781.19 15402.12



P (kN)V2 (kN) M3 (kN.m)


교축방향 교축방향 교축방향 교축방향교축방향 12115.88 2961.03 25924.53 12115.84 2961.03 25924.52

교직방향 17527.95 3696.65 15254.17 17527.94 3017.06 16841.47






교직방향 17489.70 3697.63 15259.29 17489.71 3018.05 16846.66






교직방향 16000.17 3214.15 12075.59 16000.17 2476.70 13658.39

6.6 교각 해석시 적용 단면력

1차 2차( 1차모멘트






교직방향 16609.57 3488.27 13312.48 16609.57 2750.83 14895.30






교직방향 17003.22 3663.91 14103.52 17003.22 2926.47 15686.33





교축방향 교축방향 교축방향 교축방향교축방향 #N/A #N/A #N/A #N/A #N/A #N/A

교직방향 #N/A #N/A







9. P9 부재력 집계

1) 기둥하단 부재력


















































구 분P (kN)

V2 (kN) M3 (kN.m)P (kN)

V2 (kN) M3 (kN.m)

























구 분P (kN)

교축방향 교축방향P (kN)

교축방향 교축방향교축방향 #N/A #N/A #N/A #N/A #N/A #N/A




















No. Load Node 구 분 Axial(kN) Shear-y(kN)1 X-dir 793 -9516.15 1056.57 6690.43 0 0### shoe 1 -1578.236 164.468794 -9516.15 1056.57 6690.43 0 0###2 X-dir 779 -9512.56 1293.27 6720.07 0 0###

780 -9512.56 1293.27 6720.07 0 0###3 X-dir 765 -9475.89 1267.99 6512.8 0 0###

766 -9475.89 1267.99 6512.8 0 0###4 X-dir 751 -9344.04 962.2 6630.18 0 0###

752 -9344.04 962.2 6630.18 0 0###5 X-dir 737 -9187.63 750.88 6430.46 0 0###

738 -9187.63 750.88 6430.46 0 0###6 X-dir 723 -9067.25 821.79 6735.71 0 0###

724 -9067.25 821.79 6735.71 0 0###7 X-dir 708 -8819.16 888.42 6550.12 0 0### shoe 1 -1682.008 185.364709 -8819.16 888.42 6550.12 0 0###8 X-dir 715 -7891.18 822.34 5455.37 0 0###

711 -7891.18 822.34 5455.37 0 0###9 X-dir 803 -8013.21 934.85 5291.73 0 0###

851 -8013.21 934.85 5291.73 0 0###10 X-dir 489 -8015.11 872.24 5292.16 0 0###

341 -8015.11 872.24 5292.16 0 0###11 X-dir 253 -8004.69 772.51 5656.06 0 0###

863 -8004.69 772.51 5656.06 0 0###12 X-dir 827 -8004.04 884.91 5577.3 0 0###

823 -8004.04 884.91 5577.3 0 0###13 X-dir 401 -7991.26 870.98 5460.36 0 0### shoe 1 -1602.642 186.970357 -7991.26 870.98 5460.36 0 0###14 X-dir 495 -7970.66 770.51 5644.88 0 0###

451 -7970.66 770.51 5644.88 0 0###15 X-dir 853 -7967.56 868.9 5564.44 0 0###

847 -7967.56 868.9 5564.44 0 0###16 X-dir 643 -7945.05 832.49 5426.5 0 0###

599 -7945.05 832.49 5426.5 0 0###17 X-dir 223 -7903.67 708.26 5636.98 0 0###

693 -7903.67 708.26 5636.98 0 0###18 X-dir 245 -7853.26 836.19 5648.92 0 0###

233 -7853.26 836.19 5648.92 0 0###19 X-dir 267 -7944.22 978.44 5302.68 0 0### shoe 1 -1531.758 175.808255 -7944.22 978.44 5302.68 0 0###20 X-dir 289 -7905.53 758.46 5621.29 0 0###

277 -7905.53 758.46 5621.29 0 0###21 X-dir 311 -7895.3 746.55 5549.51 0 0###

299 -7895.3 746.55 5549.51 0 0###22 X-dir 333 -7849.44 803.37 5647.19 0 0###

321 -7849.44 803.37 5647.19 0 0###23 X-dir 355 -7953.61 802.42 5423.3 0 0###

343 -7953.61 802.42 5423.3 0 0###24 X-dir 377 -7907.98 645.28 5615.54 0 0###

365 -7907.98 645.28 5615.54 0 0###25 X-dir 399 -8013.78 972.26 4955.58 0 0### shoe 1 -1603.022 174.448387 -8013.78 972.26 4955.58 0 0###26 X-dir 421 -8014.79 818.64 5535.4 0 0###

409 -8014.79 818.64 5535.4 0 0###27 X-dir 443 -8018.33 804.69 5030.79 0 0###

431 -8018.33 804.69 5030.79 0 0###28 X-dir 465 -6759.19 566.95 4370 0 0###

453 -6759.19 566.95 4370 0 0###29 X-dir 487 -6742.33 684.15 3723.82 0 0###

475 -6742.33 684.15 3723.82 0 0###30 X-dir 509 -6735.22 805.93 3519.86 0 0###

497 -6735.22 805.93 3519.86 0 0###31 X-dir 531 -6734.24 791.48 3567.2 0 0### shoe 1 -1566.610 188.428519 -6734.24 791.48 3567.2 0 0###32 X-dir 553 -6734.53 748.55 3567.09 0 0###

541 -6734.53 748.55 3567.09 0 0###33 X-dir 575 -6734.16 730.91 3567.06 0 0###

563 -6734.16 730.91 3567.06 0 0###34 X-dir 597 -6733.92 722.43 3567.07 0 0###

585 -6733.92 722.43 3567.07 0 0###35 X-dir 619 -6733.45 740.48 3567.08 0 0###

Axial(kN)

Shear-y(kN)

Shear-z(kN)

교축방향(X방향) 지진하중 재하시

P1_우

P2_좌

P2_우

P3_좌

P3_우

P4_좌

607 -6733.45 740.48 3567.08 0 0###36 X-dir 641 -6732.66 766.5 3567.12 0 0###

629 -6732.66 766.5 3567.12 0 0###37 X-dir 663 -6735.06 748.96 3569.2 0 0### shoe 1 -1600.938 154.502651 -6735.06 748.96 3569.2 0 0###38 X-dir 685 -6612.64 570.52 3553.79 0 0###

673 -6612.64 570.52 3553.79 0 0###39 X-dir 787 -9348.2 1201.56 0 0 0###

786 -9348.2 1201.56 0 0 0###40 X-dir 773 -9332.5 1310.33 0 0 0###

772 -9332.5 1310.33 0 0 0###41 X-dir 759 -9205.61 1163.54 0 0 0###

758 -9205.61 1163.54 0 0 0###42 X-dir 745 -8963.57 817.88 0 0 0###

744 -8963.57 817.88 0 0 0###43 X-dir 731 -8899.43 767 0 0 0### shoe 1 -1551.544 158.650730 -8899.43 767 0 0 0###44 X-dir 717 -8909.8 841.07 0 0 0###

716 -8909.8 841.07 0 0 0###45 X-dir 703 -8410.04 926.82 0 0 0###

702 -8410.04 926.82 0 0 0###46 X-dir 269 -7658.79 879.04 0 0 0###

363 -7658.79 879.04 0 0 0###47 X-dir 839 -7833.05 942.14 0 0 0###

807 -7833.05 942.14 0 0 0###48 X-dir 817 -7757.72 793.25 0 0 0###

861 -7757.72 793.25 0 0 0###49 X-dir 291 -7781.67 814.2 0 0 0### shoe 1 -1600.808 176.982297 -7781.67 814.2 0 0 0###50 X-dir 385 -7782.08 914.68 0 0 0###

833 -7782.08 914.68 0 0 0###51 X-dir 841 -7700.55 796.38 0 0 0###

445 -7700.55 796.38 0 0 0###52 X-dir 533 -7734.38 805.44 0 0 0###

539 -7734.38 805.44 0 0 0###53 X-dir 627 -7733.16 891.14 0 0 0###

857 -7733.16 891.14 0 0 0###54 X-dir 215 -7644.66 750.36 0 0 0###

687 -7644.66 750.36 0 0 0###55 X-dir 237 -7664.69 722.51 0 0 0### shoe 1 -1556.334 162.840235 -7664.69 722.51 0 0 0###56 X-dir 259 -7530.43 962.74 0 0 0###

257 -7530.43 962.74 0 0 0###57 X-dir 281 -7660.95 864.44 0 0 0###

279 -7660.95 864.44 0 0 0###58 X-dir 303 -7665.21 750.85 0 0 0###

301 -7665.21 750.85 0 0 0###59 X-dir 325 -7665.35 748.09 0 0 0###

323 -7665.35 748.09 0 0 0###60 X-dir 347 -7525.35 866.45 0 0 0###

345 -7525.35 866.45 0 0 0###61 X-dir 369 -7744.89 690.35 0 0 0### shoe 1 -1598.252 174.196367 -7744.89 690.35 0 0 0###62 X-dir 391 -7536.17 839.76 0 0 0###

389 -7536.17 839.76 0 0 0###63 X-dir 413 -7806.7 879.47 0 0 0###

411 -7806.7 879.47 0 0 0###64 X-dir 435 -7725.78 839.89 0 0 0###

433 -7725.78 839.89 0 0 0###65 X-dir 457 -7864.71 754.38 0 0 0###

455 -7864.71 754.38 0 0 0###66 X-dir 479 -6485.68 619.87 0 0 0###

477 -6485.68 619.87 0 0 0###67 X-dir 501 -6620.27 737.21 0 0 0### shoe 1 -1556.416 182.936499 -6620.27 737.21 0 0 0###68 X-dir 523 -6680.97 796.93 0 0 0###

521 -6680.97 796.93 0 0 0###69 X-dir 545 -6677.77 774.53 0 0 0###

543 -6677.77 774.53 0 0 0###70 X-dir 567 -6677.69 730.51 0 0 0###

565 -6677.69 730.51 0 0 0###

P4_좌

P4_우

P5_좌

P5_우

P6_좌

P6_우

P7_좌

71 X-dir 589 -6677.4 728.33 0 0 0###587 -6677.4 728.33 0 0 0###

72 X-dir 611 -6677.23 725.37 0 0 0###609 -6677.23 725.37 0 0 0###

73 X-dir 633 -6676.71 753.53 0 0 0### shoe 1 -1594.132 154.102631 -6676.71 753.53 0 0 0###74 X-dir 655 -6676.45 775.94 0 0 0###

653 -6676.45 775.94 0 0 0###75 X-dir 677 -6676.72 723.4 0 0 0###

675 -6676.72 723.4 0 0 0###76 X-dir 699 -6462.3 458.09 0 0 0###

697 -6462.3 458.09 0 0 0###

shoe 1 -1540.110 159.276

shoe 1 -1593.512 173.780

shoe 1 -1546.876 161.088

shoe 1 -1589.010 166.498

shoe 1 -1546.632 178.228

P7_좌

P7_우

P8_좌

P8_우

P9_좌

P9_우

P10_좌

shoe 1 -1580.734 141.652

shoe 1 -1528.932 150.072

shoe 1 -1570.652 167.238

shoe 1 -1532.938 144.502

shoe 1 -1588.844 195.688

shoe 1 -1506.086 192.548

P10_좌

P10_우

P11_좌

P11_우

P12_좌

P12_우

P13_좌

shoe 1 -1581.106 151.692

shoe 1 -1532.190 172.888

shoe 1 -1579.060 149.310

shoe 1 -1533.042 150.170

shoe 1 -1569.888 160.674

shoe 1 -1533.070 149.618

P13_좌

P13_우

P14_좌

P14_우

P15_좌

P15_우

P16_좌

shoe 1 -1590.722 160.484

shoe 1 -1505.070 173.290

1 Y-dir 793 -9660.01 3521.85 2007.21 0 0###794 -9660.01 3521.85 2007.21 0 0###

2 Y-dir 779 -9660.81 4310.66 2016.29 0 0###780 -9660.81 4310.66 2016.29 0 0###

3 Y-dir 765 -9649.88 4226.04 1953.89 0 0### shoe 1 -1581.596 129.056766 -9649.88 4226.04 1953.89 0 0###4 Y-dir 751 -9609.85 3206.27 1989.06 0 0###

752 -9609.85 3206.27 1989.06 0 0###5 Y-dir 737 -9559.82 2501.22 1929.34 0 0###

738 -9559.82 2501.22 1929.34 0 0###6 Y-dir 723 -9526.6 2736.62 2021.38 0 0###

724 -9526.6 2736.62 2021.38 0 0###7 Y-dir 708 -9452.86 2956.6 1965.17 0 0###

709 -9452.86 2956.6 1965.17 0 0###8 Y-dir 715 -8087.91 2731.43 1636.65 0 0###

711 -8087.91 2731.43 1636.65 0 0###9 Y-dir 803 -8124.46 3107.43 1587.53 0 0### shoe 1 -1548.978 138.070851 -8124.46 3107.43 1587.53 0 0###10 Y-dir 489 -8125 2899.82 1587.66 0 0###

341 -8125 2899.82 1587.66 0 0###11 Y-dir 253 -8121.67 2567.83 1696.84 0 0###

863 -8121.67 2567.83 1696.84 0 0###12 Y-dir 827 -8121.26 2941.55 1673.21 0 0###

823 -8121.26 2941.55 1673.21 0 0###13 Y-dir 401 -8117.28 2895.08 1638.13 0 0###

357 -8117.28 2895.08 1638.13 0 0###14 Y-dir 495 -8111.13 2560.27 1693.47 0 0###

451 -8111.13 2560.27 1693.47 0 0###15 Y-dir 853 -8110.36 2886.98 1669.35 0 0### shoe 1 -1602.756 194.452847 -8110.36 2886.98 1669.35 0 0###16 Y-dir 643 -8103.92 2768.61 1627.97 0 0###

599 -8103.92 2768.61 1627.97 0 0###17 Y-dir 223 -8091.32 2352.89 1691.1 0 0###

693 -8091.32 2352.89 1691.1 0 0###18 Y-dir 245 -8076.03 2780.9 1694.69 0 0###

233 -8076.03 2780.9 1694.69 0 0###19 Y-dir 267 -8103.43 3255.64 1590.82 0 0###

255 -8103.43 3255.64 1590.82 0 0###20 Y-dir 289 -8091.86 2522.25 1686.41 0 0###

277 -8091.86 2522.25 1686.41 0 0###21 Y-dir 311 -8088.92 2484.21 1664.88 0 0### shoe 1 -1507.234 167.952299 -8088.92 2484.21 1664.88 0 0###22 Y-dir 333 -8075.36 2672.51 1694.18 0 0###

321 -8075.36 2672.51 1694.18 0 0###

P16_좌

P16_우

P17_좌

P17_우

P18_좌

P18_우

P19_좌

23 Y-dir 355 -8106.59 2669.53 1627.02 0 0###343 -8106.59 2669.53 1627.02 0 0###

24 Y-dir 377 -8093.03 2147.71 1684.67 0 0###365 -8093.03 2147.71 1684.67 0 0###

25 Y-dir 399 -8124.87 3238.76 1486.68 0 0###387 -8124.87 3238.76 1486.68 0 0###

26 Y-dir 421 -8125.13 2725.79 1660.62 0 0###409 -8125.13 2725.79 1660.62 0 0###

27 Y-dir 443 -8126.17 2680.49 1509.25 0 0### shoe 1 -1602.958 163.728431 -8126.17 2680.49 1509.25 0 0###28 Y-dir 465 -6845.89 1888.29 1311.13 0 0###

453 -6845.89 1888.29 1311.13 0 0###29 Y-dir 487 -6841.35 2279.48 1117.16 0 0###

475 -6841.35 2279.48 1117.16 0 0###30 Y-dir 509 -6838.53 2685.66 1056.04 0 0###

497 -6838.53 2685.66 1056.04 0 0###31 Y-dir 531 -6839.12 2637.47 1070.18 0 0###

519 -6839.12 2637.47 1070.18 0 0###32 Y-dir 553 -6838.64 2494.4 1070.18 0 0###

541 -6838.64 2494.4 1070.18 0 0###33 Y-dir 575 -6838.37 2435.78 1070.17 0 0### shoe 1 -1561.340 175.894563 -6838.37 2435.78 1070.17 0 0###34 Y-dir 597 -6838.01 2407.73 1070.2 0 0###

585 -6838.01 2407.73 1070.2 0 0###35 Y-dir 619 -6837.46 2468.04 1070.23 0 0###

607 -6837.46 2468.04 1070.23 0 0###36 Y-dir 641 -6836.95 2554.87 1070.26 0 0###

629 -6836.95 2554.87 1070.26 0 0###37 Y-dir 663 -6837.88 2496.49 1070.86 0 0###

651 -6837.88 2496.49 1070.86 0 0###38 Y-dir 685 -6801.9 1901.72 1066.19 0 0###

673 -6801.9 1901.72 1066.19 0 0###39 Y-dir 787 -9609.62 4004.89 0 0 0### shoe 1 -1603.666 160.938786 -9609.62 4004.89 0 0 0###40 Y-dir 773 -9606.74 4367.09 0 0 0###

772 -9606.74 4367.09 0 0 0###41 Y-dir 759 -9568.74 3877.2 0 0 0###

758 -9568.74 3877.2 0 0 0###42 Y-dir 745 -9495.47 2724.1 0 0 0###

744 -9495.47 2724.1 0 0 0###43 Y-dir 731 -9473.41 2553.13 0 0 0###

730 -9473.41 2553.13 0 0 0###44 Y-dir 717 -9479.31 2797.81 0 0 0###

716 -9479.31 2797.81 0 0 0###45 Y-dir 703 -9330.08 3079.77 0 0 0### shoe 1 -1545.156 167.978702 -9330.08 3079.77 0 0 0###46 Y-dir 269 -8018.2 2921.55 0 0 0###

363 -8018.2 2921.55 0 0 0###47 Y-dir 839 -8070.43 3132.99 0 0 0###

807 -8070.43 3132.99 0 0 0###48 Y-dir 817 -8047.81 2637.07 0 0 0###

861 -8047.81 2637.07 0 0 0###49 Y-dir 291 -8054.81 2705.98 0 0 0###

297 -8054.81 2705.98 0 0 0###50 Y-dir 385 -8054.72 3040.77 0 0 0###

833 -8054.72 3040.77 0 0 0###51 Y-dir 841 -8030.09 2646.5 0 0 0### shoe 1 -1351.838 113.390445 -8030.09 2646.5 0 0 0###52 Y-dir 533 -8040.23 2675.44 0 0 0###

539 -8040.23 2675.44 0 0 0###53 Y-dir 627 -8039.98 2964.08 0 0 0###

857 -8039.98 2964.08 0 0 0###54 Y-dir 215 -8013.79 2493.11 0 0 0###

687 -8013.79 2493.11 0 0 0###55 Y-dir 237 -8019.66 2402.07 0 0 0###

235 -8019.66 2402.07 0 0 0###56 Y-dir 259 -7979.19 3203.3 0 0 0###

257 -7979.19 3203.3 0 0 0###57 Y-dir 281 -8018.44 2875.59 0 0 0### shoe 1 -1572.942 150.876279 -8018.44 2875.59 0 0 0###58 Y-dir 303 -8019.75 2498.48 0 0 0###

P19_좌

P19_우

P20_좌

P20_우

P21_좌

P21_우

P22_좌

301 -8019.75 2498.48 0 0 0###59 Y-dir 325 -8019.9 2488.07 0 0 0###

323 -8019.9 2488.07 0 0 0###60 Y-dir 347 -7978.05 2883.01 0 0 0###

345 -7978.05 2883.01 0 0 0###61 Y-dir 369 -8044.02 2298 0 0 0###

367 -8044.02 2298 0 0 0###62 Y-dir 391 -7981.47 2796.82 0 0 0###

389 -7981.47 2796.82 0 0 0###63 Y-dir 413 -8062.73 2928.68 0 0 0### shoe 1 -1348.466 136.830411 -8062.73 2928.68 0 0 0###64 Y-dir 435 -8038.42 2797.91 0 0 0###

433 -8038.42 2797.91 0 0 0###65 Y-dir 457 -8080.08 2512.97 0 0 0###

455 -8080.08 2512.97 0 0 0###66 Y-dir 479 -6763.63 2065.2 0 0 0###

477 -6763.63 2065.2 0 0 0###67 Y-dir 501 -6804.93 2456.6 0 0 0###

499 -6804.93 2456.6 0 0 0###68 Y-dir 523 -6822.22 2655.62 0 0 0###

521 -6822.22 2655.62 0 0 0###69 Y-dir 545 -6822.12 2581.01 0 0 0### shoe 1 -1297.136 123.974543 -6822.12 2581.01 0 0 0###70 Y-dir 567 -6821.49 2434.43 0 0 0###

565 -6821.49 2434.43 0 0 0###71 Y-dir 589 -6821.28 2427.37 0 0 0###

587 -6821.28 2427.37 0 0 0###72 Y-dir 611 -6820.87 2417.66 0 0 0###

609 -6820.87 2417.66 0 0 0###73 Y-dir 633 -6820.31 2511.64 0 0 0###

631 -6820.31 2511.64 0 0 0###74 Y-dir 655 -6820.04 2586.41 0 0 0###

653 -6820.04 2586.41 0 0 0###75 Y-dir 677 -6820.5 2411.32 0 0 0### shoe 1 -1347.044 161.186675 -6820.5 2411.32 0 0 0###76 Y-dir 699 -6757.03 1526.97 0 0 0###

697 -6757.03 1526.97 0 0 0###

shoe 1 -1324.054 147.442

shoe 1 -1346.848 158.296

shoe 1 -1336.194 159.386

P22_좌

P22_우

P23_좌

P23_우

P24_좌

P24_우

P25_좌

shoe 1 -1346.906 149.710

shoe 1 -1335.554 154.906

shoe 1 -1346.832 146.182

shoe 1 -1335.538 146.102

shoe 1 -1346.784 144.486

shoe 1 -1335.480 145.666

P25_좌

P25_우

P26_좌

P26_우

P27_좌

P27_우

P28_좌

shoe 1 -1335.480 145.666

shoe 1 -1346.690 148.096

shoe 1 -1335.446 145.074

shoe 1 -1346.532 153.300

shoe 1 -1335.342 150.706

shoe 1 -1347.012 149.792

P28_좌

P28_우

P29_좌

P29_우

P30_좌

P30_우

shoe 1 -1335.290 155.188

shoe 1 -1322.528 114.104

shoe 1 -1869.640 240.312

P31_좌

P31_우

P32_좌

190 y-dir 436 485.1 1197.45 0 0 0 0592 485.1 1197.45 0 0 0 0

교좌수Shear-y(kN) Shear-z(kN) Axial(kN) Shear-y(kN) Shear-z(kN)

164.468 1091.074 -1617.582 546.286 327.330 8 5

185.364 0.000 -1866.016 615.954 0.000 45 5

186.970 1058.346 -1624.892 621.486 317.506 9 5

175.808 0.000 -1603.640 584.310 0.000 46 5

174.448 1058.432 -1625.000 579.964 317.532 10 5

188.428 0.000 -1614.086 626.598 0.000 47 5

교축방향(X방향) 지진하중 재하시 교축직각방향(Y방향) 지진하중 재하시 부재NO.

154.502 1131.212 -1624.334 513.566 339.368 11 5

158.650 0.000 -1609.562 527.414 0.000 48 5

176.982 1115.460 -1624.252 588.310 334.642 12 5

162.840 0.000 -1610.962 541.196 0.000 49 5

174.196 1092.072 -1623.456 579.016 327.626 13 5

182.936 0.000 -1610.944 608.154 0.000 50 5

154.102 1128.976 -1622.226 512.054 338.694 14 5

159.276 0.000 -1606.018 529.300 0.000 51 5

173.780 1112.888 -1622.072 577.396 333.870 15 5

161.088 0.000 -1608.046 535.088 0.000 52 5

166.498 1085.300 -1620.784 553.722 325.594 16 5

178.228 0.000 -1607.996 592.816 0.000 53 5

141.652 1127.396 -1618.264 470.578 338.220 17 5

150.072 0.000 -1602.758 498.622 0.000 54 5

167.238 1129.784 -1615.206 556.180 338.938 18 5

144.502 0.000 -1603.932 480.414 0.000 55 5

195.688 1060.536 -1620.686 651.128 318.164 19 5

192.548 0.000 -1595.838 640.660 0.000 56 5

151.692 1124.258 -1618.372 504.450 337.282 20 5

172.888 0.000 -1603.688 575.118 0.000 57 5

149.310 1109.902 -1617.784 496.842 332.976 21 5

150.170 0.000 -1603.950 499.696 0.000 58 5

160.674 1129.438 -1615.072 534.502 338.836 22 5

149.618 0.000 -1603.980 497.614 0.000 59 5

160.484 1084.660 -1621.318 533.906 325.404 23 5

173.290 0.000 -1595.610 576.602 0.000 60 5

129.056 1123.108 -1618.606 429.542 336.934 24 5

138.070 0.000 -1608.804 459.600 0.000 61 5

194.452 991.116 -1624.974 647.752 297.336 25 5

167.952 0.000 -1596.294 559.364 0.000 62 5

163.728 1107.080 -1625.026 545.158 332.124 26 5

175.894 0.000 -1612.546 585.736 0.000 63 5

160.938 1006.158 -1625.234 536.098 301.850 27 5

167.978 0.000 -1607.684 559.582 0.000 64 5

113.390 874.000 -1369.178 377.658 262.226 28 5

150.876 0.000 -1616.016 502.594 0.000 65 5

136.830 744.764 -1368.270 455.896 223.432 29 5

123.974 0.000 -1352.726 413.040 0.000 66 5

161.186 703.972 -1367.706 537.132 211.208 30 5

147.442 0.000 -1360.986 491.320 0.000 67 5

158.296 713.440 -1367.824 527.494 214.036 31 5

159.386 0.000 -1364.444 531.124 0.000 68 5

149.710 713.418 -1367.728 498.880 214.036 32 5

154.906 0.000 -1364.424 516.202 0.000 69 5

146.182 713.412 -1367.674 487.156 214.034 33 5

146.102 0.000 -1364.298 486.886 0.000 70 5

144.486 713.414 -1367.602 481.546 214.040 34 5

145.666 0.000 -1364.256 485.474 0.000 71 5

145.666145.666 0.000 -1364.256 485.474 0.000 71 5

148.096 713.416 -1367.492 493.608 214.046 35 5

145.074 0.000 -1364.174 483.532 0.000 72 5

153.300 713.424 -1367.390 510.974 214.052 36 5

150.706 0.000 -1364.062 502.328 0.000 73 5

149.792 713.840 -1367.576 499.298 214.172 37 5

155.188 0.000 -1364.008 517.282 0.000 74 5

114.104 710.758 -1360.380 380.344 213.238 38 5

240.312 0.000 -1921.924 800.978 0.000 39 5

구분 Node Load FX (kN) FY (kN) FZ (kN) MX (kN·m) MY (kN·m) MZ (kN·m)

30001 X-dir 3103.60 1388.53 13509.04 3555.14 29017.82 297.42 30002 X-dir 3103.60 580.40 13509.05 5289.70 29017.83 297.41 30003 X-dir 2961.03 1357.97 12115.88 4046.66 25924.53 135.03 30004 X-dir 2961.03 678.35 12115.84 5633.89 25924.52 135.04 30005 X-dir 2963.92 1354.44 12014.04 4039.25 25909.56 144.18 30006 X-dir 2963.92 674.88 12014.08 5626.70 25909.57 144.18 30007 X-dir 3163.38 1232.37 11588.50 3090.23 26150.60 164.44 30008 X-dir 3163.38 494.92 11588.48 4673.00 26150.60 164.45 30009 X-dir 3117.41 1313.99 11757.75 3459.95 25711.90 157.18 30010 X-dir 3117.41 576.55 11757.75 5042.77 25711.90 157.18 30011 X-dir 3050.60 1367.24 11888.19 3698.49 25170.05 151.76 30012 X-dir 3050.60 629.80 11888.19 5281.29 25170.05 151.75 30013 X-dir 3149.28 1266.31 11513.19 2873.59 24496.18 168.51 30014 X-dir 3149.28 464.18 11513.19 4440.17 24496.18 168.52 30015 X-dir 3102.71 1332.36 11652.42 3154.53 24066.48 162.27 30016 X-dir 3102.71 530.23 11652.42 4721.13 24066.47 162.27 30017 X-dir 3023.22 1366.95 11738.84 3299.43 23462.72 153.89 30018 X-dir 3023.22 564.81 11738.84 4866.03 23462.72 153.88 30019 X-dir 3132.23 1247.90 11328.76 2437.01 22852.93 165.60 30020 X-dir 3132.24 373.45 11328.76 3971.31 22852.94 165.60 30021 X-dir 3141.40 1304.28 11495.46 2656.29 22835.96 174.32 30022 X-dir 3141.40 429.84 11495.46 4190.60 22835.95 174.32 30023 X-dir 2949.48 1496.80 12060.33 3846.68 22955.79 139.07 30024 X-dir 2949.48 694.66 12060.33 5413.27 22955.80 139.06 30025 X-dir 3127.64 1336.56 11510.95 2792.58 22803.44 173.72 30026 X-dir 3127.64 462.12 11510.95 4326.89 22803.45 173.72 30027 X-dir 3079.52 1277.07 11408.04 2550.27 22394.62 154.52 30028 X-dir 3079.52 402.62 11408.04 4084.57 22394.61 154.52 30029 X-dir 3136.74 1304.18 11494.55 2655.32 22816.35 166.68 30030 X-dir 3136.74 429.73 11494.55 4189.61 22816.34 166.68 30031 X-dir 3023.51 1343.85 11760.49 3190.40 23505.56 156.71 30032 X-dir 3023.51 541.72 11760.49 4757.00 23505.56 156.71 30033 X-dir 3143.88 1109.63 11202.61 2201.03 24363.99 198.26 30034 X-dir 3143.88 307.49 11202.61 3767.63 24363.98 198.26 30035 X-dir 2785.74 1347.15 12317.34 4380.54 25783.08 145.67 30036 X-dir 2785.74 719.34 12317.34 5963.85 25783.08 145.67 30037 X-dir 3101.29 1280.77 11844.49 3688.92 27169.75 155.33 30038 X-dir 3101.29 601.19 11844.49 5276.25 27169.74 155.33 30039 X-dir 2825.27 1238.98 11965.13 3848.67 26102.75 137.90 30040 X-dir 2825.26 611.17 11965.13 5431.97 26102.74 137.90 30041 X-dir 2515.44 1001.42 10851.89 3151.94 24694.44 144.47 30042 X-dir 2515.44 466.27 10851.88 4599.79 24694.44 144.47 30043 X-dir 2081.90 1104.44 10061.82 2880.88 21271.67 138.91 30044 X-dir 2081.90 348.57 10061.82 5176.26 21271.67 138.91 30045 X-dir 1969.86 1217.13 10461.05 3911.70 21056.43 122.76 30046 X-dir 1969.86 513.21 10461.05 6172.97 21056.43 122.76 30047 X-dir 1993.77 1238.19 10467.35 4046.09 21307.33 112.81 30048 X-dir 1993.77 534.27 10467.36 6307.37 21307.33 112.81

교축방향

교축방향

교축방향

30001 Y-dir 1127.86 3589.33 19211.00 13667.56 11897.39 601.36 30002 Y-dir 1127.86 2781.19 19211.00 15402.12 11897.40 601.36 30003 Y-dir 906.32 3696.65 17527.95 15254.17 7862.24 92.46 30004 Y-dir 906.33 3017.06 17527.94 16841.47 7862.25 92.46 30005 Y-dir 916.79 3697.63 17489.70 15259.29 7903.00 122.90 30006 Y-dir 916.79 3018.05 17489.71 16846.66 7902.99 122.90 30007 Y-dir 985.36 3214.15 16000.17 12075.59 8007.30 143.84 30008 Y-dir 985.36 2476.70 16000.17 13658.39 8007.31 143.84 30009 Y-dir 965.28 3488.27 16609.57 13312.48 7847.59 125.25 30010 Y-dir 965.27 2750.83 16609.57 14895.30 7847.57 125.25 30011 Y-dir 942.11 3663.91 17003.22 14103.52 7671.09 115.49 30012 Y-dir 942.11 2926.47 17003.22 15686.33 7671.08 115.49 30013 Y-dir 980.40 3242.20 15696.20 11322.18 7498.67 133.53 30014 Y-dir 980.42 2440.07 15696.20 12888.77 7498.71 133.53 30015 Y-dir 960.95 3462.72 16167.17 12259.41 7346.63 118.79 30016 Y-dir 960.94 2660.58 16167.18 13826.00 7346.59 118.79 30017 Y-dir 930.66 3575.65 16407.95 12737.74 7138.44 101.31 30018 Y-dir 930.66 2773.52 16407.95 14304.33 7138.43 101.31 30019 Y-dir 962.28 3083.68 14998.18 9815.44 6945.15 96.52 30020 Y-dir 962.29 2209.24 14998.18 11349.74 6945.18 96.52 30021 Y-dir 977.32 3262.87 15391.46 10530.98 6988.62 124.61 30022 Y-dir 977.31 2388.42 15391.46 12065.29 6988.59 124.61 30023 Y-dir 893.27 4001.65 17341.25 14548.63 6922.13 61.30 30024 Y-dir 893.27 3199.51 17341.25 16115.22 6922.14 61.30 30025 Y-dir 973.40 3380.13 15621.84 11002.26 6979.67 124.86 30026 Y-dir 973.40 2505.68 15621.84 12536.56 6979.68 124.86 30027 Y-dir 933.67 3177.05 15190.89 10186.19 6757.14 66.67 30028 Y-dir 933.66 2302.60 15190.89 11720.49 6757.09 66.67 30029 Y-dir 964.79 3262.29 15384.16 10527.37 6938.76 99.25 30030 Y-dir 964.79 2387.84 15384.16 12061.67 6938.76 99.25 30031 Y-dir 934.54 3485.85 16221.02 12349.41 7167.21 110.96 30032 Y-dir 934.54 2683.71 16221.02 13916.01 7167.20 110.96 30033 Y-dir 1018.44 2714.08 14542.80 9069.08 7625.85 234.85 30034 Y-dir 1018.44 1911.95 14542.80 10635.67 7625.85 234.85 30035 Y-dir 874.81 3717.46 17952.76 16346.67 7928.76 167.92 30036 Y-dir 874.81 3089.65 17952.76 17929.99 7928.77 167.92 30037 Y-dir 964.03 3452.22 16928.66 14091.84 8309.43 143.60 30038 Y-dir 964.03 2772.63 16928.66 15679.17 8309.43 143.60 30039 Y-dir 877.69 3369.38 17100.22 14605.20 7980.29 137.21 30040 Y-dir 877.69 2741.57 17100.22 16188.51 7980.28 137.21 30041 Y-dir 804.00 2699.26 15133.15 12156.53 7891.33 216.14 30042 Y-dir 804.00 2164.12 15133.15 13604.42 7891.33 216.14 30043 Y-dir 664.18 2762.07 14323.11 12166.94 6605.83 204.85 30044 Y-dir 664.18 2006.19 14323.10 14462.31 6605.83 204.85 30045 Y-dir 622.02 3216.27 15881.53 15614.29 6500.59 176.01 30046 Y-dir 622.02 2512.35 15881.53 17875.56 6500.59 176.01 30047 Y-dir 621.77 3297.18 16111.68 16096.72 6531.91 139.68 30048 Y-dir 621.77 2593.25 16111.68 18357.99 6531.90 139.68

교축직각방향

교축직각방향

교축직각방향

구 분

shoe 1 -1578.2 164.5 1091.1 -1617.6 546.3 327.3

1363.8 1200.0 2000

shoe 1 -1682.0 185.4 0.0 -1866.0 616.0 0.0

616.0 1200.0 2000

shoe 1 -1602.6 187.0 1058.3 -1624.9 621.5 317.5

1058.3 1200.0 2000

shoe 1 -1531.8 175.8 0.0 -1603.6 584.3 0.0

584.3 1200.0 2000

shoe 1 -1603.0 174.4 1058.4 -1625.0 580.0 317.5

1058.4 1200.0 2000

shoe 1 -1566.6 188.4 0.0 -1614.1 626.6 0.0

626.6 1200.0 2000

shoe 1 -1600.9 154.5 1131.2 -1624.3 513.6 339.4

1131.2 1200.0 2000

6.3 받침부 작용력※ 응답수정계수 - 교대:0.8, 교각:1.0

교축방향(X방향) 지진하중 교축직각방향(Y방향) 작용최대수평력(kN)

허용수평력(kN)


(kN)Shear-y

(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

Shear-z(kN)

교대 1

교각 1(좌)

교각 1(우)

교각 2(좌)

교각 2(우)

교각 3(좌)

교각 3(우)

구 분교축방향(X방향) 지진하중 교축직각방향(Y방향) 작용최대

수평력(kN)

허용수평력(kN)


(kN)Shear-y

(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

Shear-z(kN)

1131.2 1200.0 2000

shoe 1 -1551.5 158.7 0.0 -1609.6 527.4 0.0

527.4 1200.0 2000

shoe 1 -1600.8 177.0 1115.5 -1624.3 588.3 334.6

1115.5 1200.0 2000

shoe 1 -1556.3 162.8 0.0 -1611.0 541.2 0.0

541.2 1200.0 2000

shoe 1 -1598.3 174.2 1092.1 -1623.5 579.0 327.6

1092.1 1200.0 2000

shoe 1 -1556.4 182.9 0.0 -1610.9 608.2 0.0

608.2 1200.0 2000

shoe 1 -1594.1 154.1 1129.0 -1622.2 512.1 338.7

1129.0 1200.0 2000

교각 3(우)

교각 4(좌)

교각 4(우)

교각 5(좌)

교각 5(우)

교각 6(좌)

교각 6(우)


수평력(kN)

허용수평력(kN)


(kN)Shear-y

(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

Shear-z(kN)

1129.0 1200.0 2000

shoe 1 -1540.1 159.3 0.0 -1606.0 529.3 0.0

529.3 1200.0 2000

shoe 1 -1593.5 173.8 1112.9 -1622.1 577.4 333.9

1112.9 1200.0 2000

shoe 1 -1546.9 161.1 0.0 -1608.0 535.1 0.0

535.1 1200.0 2000

shoe 1 -1589.0 166.5 1085.3 -1620.8 553.7 325.6

1085.3 1200.0 2000

shoe 1 -1546.6 178.2 0.0 -1608.0 592.8 0.0

592.8 1200.0 2000

shoe 1 -1580.7 141.7 1127.4 -1618.3 470.6 338.2

1127.4 1200.0 2000

shoe 1 -1528.9 150.1 0.0 -1602.8 498.6 0.0

498.6 1200.0 2000

교각 6(우)

교각 7(좌)

교각 7(우)

교각 8(좌)

교각 8(우)

교각 9(좌)

교각 9(우)

교각 10(좌)


수평력(kN)

허용수평력(kN)


(kN)Shear-y

(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

Shear-z(kN)

498.6 1200.0 2000

shoe 1 -1570.7 167.2 1129.8 -1615.2 556.2 338.9

1129.8 1200.0 2000

shoe 1 -1532.9 144.5 0.0 -1603.9 480.4 0.0

480.4 1200.0 2000

shoe 1 -1588.8 195.7 1060.5 -1620.7 651.1 318.2

1060.5 1200.0 2000

shoe 1 -1506.1 192.5 0.0 -1595.8 640.7 0.0

640.7 1200.0 2000

shoe 1 -1581.1 151.7 1124.3 -1618.4 504.5 337.3

1124.3 1200.0 2000

shoe 1 -1532.2 172.9 0.0 -1603.7 575.1 0.0

575.1 1200.0 2000

shoe 1 -1579.1 149.3 1109.9 -1617.8 496.8 333.0

1109.9 1200.0 2000

교각 10(좌)

교각 10(우)

교각 11(좌)

교각 11(우)

교각 12(좌)

교각 12(우)

교각 13(좌)

교각 13(우)


수평력(kN)

허용수평력(kN)


(kN)Shear-y

(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

Shear-z(kN)

shoe 1 -1579.1 149.3 1109.9 -1617.8 496.8 333.0

1109.9 1200.0 2000

shoe 1 -1533.0 150.2 0.0 -1604.0 499.7 0.0

499.7 1200.0 2000

shoe 1 -1569.9 160.7 1129.4 -1615.1 534.5 338.8

1129.4 1200.0 2000

shoe 1 -1533.1 149.6 0.0 -1604.0 497.6 0.0

497.6 1200.0 2000

shoe 1 -1590.7 160.5 1084.7 -1621.3 533.9 325.4

1084.7 1200.0 2000

shoe 1 -1505.1 173.3 0.0 -1595.6 576.6 0.0

576.6 1200.0 2000

shoe 1 -1581.6 129.1 1123.1 -1618.6 429.5 336.9

1123.1 1200.0 2000

교각 13(우)

교각 14(좌)

교각 14(우)

교각 15(좌)

교각 15(우)

교각 16(좌)

교각 16(우)


수평력(kN)

허용수평력(kN)


(kN)Shear-y

(kN)Shear-z

(kN)Axial(kN)

Shear-y(kN)

Shear-z(kN)

1123.1 1200.0 2000

shoe 1 -1549.0 138.1 0.0 -1608.8 459.6 0.0

459.6 1200.0 2000

shoe 1 -1602.8 194.5 991.1 -1625.0 647.8 297.3

991.1 1200.0 2000

shoe 1 -1572.9 150.9 0.0 -1616.0 502.6 0.0

628.2 1200.0 2000

교각 16(우)

교각 17(좌)

교각 17(우)

교대 2

비 고

N.G

40 %

N.G

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

- 교대:0.8, 교각:1.0

비 고

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

비 고

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

비 고

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

비 고

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

O.K

40 %

비 고

O.K

40 %

O.K

40 %

O.K

40 %

구분 Node Load DX (m) DY (m) DZ (m) RX ([rad]) RY ([rad])20001 X-dir 0.027 0.003 -0.002 0.000 0.004 20002 X-dir 0.037 0.004 -0.002 0.000 0.006 20003 X-dir 0.037 0.004 -0.002 0.000 0.006 20004 X-dir 0.034 0.003 -0.002 0.000 0.006 20005 X-dir 0.033 0.003 -0.002 0.000 0.006 20006 X-dir 0.032 0.003 -0.002 0.000 0.006 20007 X-dir 0.028 0.003 -0.002 0.000 0.005 20008 X-dir 0.027 0.003 -0.002 0.000 0.005 20009 X-dir 0.027 0.003 -0.002 0.000 0.005 20010 X-dir 0.023 0.002 -0.002 0.000 0.005 20011 X-dir 0.023 0.002 -0.002 0.000 0.005 20012 X-dir 0.026 0.003 -0.002 0.000 0.005 20013 X-dir 0.023 0.002 -0.002 0.000 0.005 20014 X-dir 0.023 0.002 -0.002 0.000 0.005 20015 X-dir 0.023 0.002 -0.002 0.000 0.005 20016 X-dir 0.027 0.003 -0.002 0.000 0.005 20017 X-dir 0.028 0.002 -0.002 0.000 0.005 20018 X-dir 0.041 0.005 -0.002 0.000 0.007 20019 X-dir 0.039 0.004 -0.002 0.000 0.007 20020 X-dir 0.042 0.004 -0.002 0.000 0.007 20021 X-dir 0.042 0.004 -0.002 0.000 0.006 20022 X-dir 0.057 0.006 -0.003 0.000 0.008 20023 X-dir 0.062 0.009 -0.003 0.000 0.009 20024 X-dir 0.063 0.009 -0.003 0.000 0.009

교축방향

20001 Y-dir 0.004 0.012 -0.002 0.001 0.000 20002 Y-dir 0.011 0.014 -0.002 0.001 0.002 20003 Y-dir 0.011 0.014 -0.002 0.001 0.002 20004 Y-dir 0.010 0.010 -0.002 0.000 0.002 20005 Y-dir 0.010 0.011 -0.002 0.000 0.002 20006 Y-dir 0.010 0.012 -0.002 0.001 0.002 20007 Y-dir 0.008 0.008 -0.002 0.000 0.002 20008 Y-dir 0.008 0.009 -0.002 0.000 0.002 20009 Y-dir 0.008 0.009 -0.002 0.000 0.002 20010 Y-dir 0.007 0.007 -0.002 0.000 0.001 20011 Y-dir 0.007 0.007 -0.002 0.000 0.001 20012 Y-dir 0.008 0.011 -0.002 0.001 0.001 20013 Y-dir 0.007 0.007 -0.002 0.000 0.001 20014 Y-dir 0.007 0.007 -0.002 0.000 0.001 20015 Y-dir 0.007 0.007 -0.002 0.000 0.001 20016 Y-dir 0.008 0.009 -0.002 0.000 0.002 20017 Y-dir 0.008 0.007 -0.002 0.000 0.002 20018 Y-dir 0.012 0.016 -0.002 0.001 0.002 20019 Y-dir 0.012 0.013 -0.002 0.001 0.002 20020 Y-dir 0.013 0.015 -0.002 0.001 0.002 20021 Y-dir 0.012 0.014 -0.002 0.000 0.002 20022 Y-dir 0.017 0.021 -0.003 0.001 0.002 20023 Y-dir 0.019 0.029 -0.003 0.001 0.003 20024 Y-dir 0.019 0.030 -0.003 0.001 0.003

교축직각방향

RZ ([rad])0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

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