• Home

  • Documents

  • JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab...
12

JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel

  • Upload
    others

  • View
    2

  • Download
    0

Embed Size (px)

Citation preview

Page 1: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 2: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 3: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 4: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 5: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 6: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 7: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 8: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 9: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 10: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 11: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 12: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel

JSCElibrary.jsce.or.jp/jsce/open/00037/1997/569-0105.pdfTable 2 Number of neurons for observation equations. OP4 OP2 OP3 OPI Type number of neurons input layer 1 intermediate layer

JSCElibrary.jsce.or.jp/jsce/open/00037/1997/569-0105.pdfTable 2 Number of neurons for observation equations. OP4 OP2 OP3 OPI Type number of neurons input layer 1 intermediate layer

Documents
100723 秋大会論文 防護柵設置 - JSCElibrary.jsce.or.jp/jsce/open/00039/201011_no42/pdf/269.pdf · 2018. 7. 30. · By Yoji ISHIKAWA**・Shoichi NARA**・Toru HAGIWARA***・Masayuki

100723 秋大会論文 防護柵設置 - JSCElibrary.jsce.or.jp/jsce/open/00039/201011_no42/pdf/269.pdf · 2018. 7. 30. · By Yoji ISHIKAWA**・Shoichi NARA**・Toru HAGIWARA***・Masayuki

Documents
Chap 00127

Chap 00127

Documents
論文集 - JSCElibrary.jsce.or.jp/jsce/open/00037/405/405-120115.pdfTitle 論文集 Created Date 1/27/2005 6:03:25 PM

論文集 - JSCElibrary.jsce.or.jp/jsce/open/00037/405/405-120115.pdfTitle 論文集 Created Date 1/27/2005 6:03:25 PM

Documents
海洋開発論文集, 第25巻, 2009年6月 - JSCElibrary.jsce.or.jp/jsce/open/00011/2009/25-0807.pdfearthquake. In other cases, only evacuation places out of the inundation area

海洋開発論文集, 第25巻, 2009年6月 - JSCElibrary.jsce.or.jp/jsce/open/00011/2009/25-0807.pdfearthquake. In other cases, only evacuation places out of the inundation area

Documents
F y ! ¹æÅÌ,,- 1 T >-Sã 4 4 î »%wæß¿á - JSCElibrary.jsce.or.jp/jsce/open/00906/2012/18-0251.pdf · 2016. 2. 2. · 0.001 0.01 0.1 1 10 100 1b1 " ½ ¸9Ô9Ñ9Õ &8 Ø 9ÔOO9Õ

F y ! ¹æÅÌ,,- 1 T >-Sã 4 4 î »%wæß¿á - JSCElibrary.jsce.or.jp/jsce/open/00906/2012/18-0251.pdf · 2016. 2. 2. · 0.001 0.01 0.1 1 10 100 1b1 " ½ ¸9Ô9Ñ9Õ &8 Ø 9ÔOO9Õ

Documents
JSCElibrary.jsce.or.jp/jsce/open/00127/2003/49-A2-0393.pdf · 2007-08-16 · SLCM-UX S/OM-UX S/E-UX S-UX Load path (ð/ôyO)Y x ... weaker axis, where only a little difference is

JSCElibrary.jsce.or.jp/jsce/open/00127/2003/49-A2-0393.pdf · 2007-08-16 · SLCM-UX S/OM-UX S/E-UX S-UX Load path (ð/ôyO)Y x ... weaker axis, where only a little difference is

Documents
JSCElibrary.jsce.or.jp/jsce/open/00037/2001/668-0029.pdfFig.3 Comparison between RT and Real Size Failure surface film Fig.4 RT result and real size of specimen CR-9 In this study

JSCElibrary.jsce.or.jp/jsce/open/00037/2001/668-0029.pdfFig.3 Comparison between RT and Real Size Failure surface film Fig.4 RT result and real size of specimen CR-9 In this study

Documents
Fisico - itapolis.sp.gov.br · GARCIA MOREIRA DA SILVA 00127-056-00 20501 00127-066-00 LUCIA REGINA C. DIAS DA COSTA 00127-066-00. Fisico IdFisico Inscricao Proprietario Compromissario

Fisico - itapolis.sp.gov.br · GARCIA MOREIRA DA SILVA 00127-056-00 20501 00127-066-00 LUCIA REGINA C. DIAS DA COSTA 00127-066-00. Fisico IdFisico Inscricao Proprietario Compromissario

Documents
JSCElibrary.jsce.or.jp › jsce › open › 00039 › 201406_no49 › pdf › 246.pdf · + ,- ./0 121342456789:,-./;

JSCElibrary.jsce.or.jp › jsce › open › 00039 › 201406_no49 › pdf › 246.pdf · + ,- ./0 121342456789:,-./;

Documents
JSCElibrary.jsce.or.jp/jsce/open/00906/2012/18-0487.pdf · Especially, in Dhaka city, capital of Bangladesh, inundation problem is very serious. To prevent th e social problem cause

JSCElibrary.jsce.or.jp/jsce/open/00906/2012/18-0487.pdf · Especially, in Dhaka city, capital of Bangladesh, inundation problem is very serious. To prevent th e social problem cause

Documents
JSCElibrary.jsce.or.jp/jsce/open/00074/2000/2000-0642.pdf(LC37 3 Typel (LCM 61 50 9 1998. 1982. —643— 1999. 1) 2) 3) Created Date 2/4/2005 6:17:56 PM

JSCElibrary.jsce.or.jp/jsce/open/00074/2000/2000-0642.pdf(LC37 3 Typel (LCM 61 50 9 1998. 1982. —643— 1999. 1) 2) 3) Created Date 2/4/2005 6:17:56 PM

Documents
JSCElibrary.jsce.or.jp/jsce/open/00037/2000/666-0321.pdf1m o IP 2P0 (a) (b) 2m * -f 2m 20cm 15cm 20cm 20cm 20cm (g/cm3) 2.629 2.643 2.656 2.657 (g/cm3) 1.558 1.572 1.569 1.543 1.606

JSCElibrary.jsce.or.jp/jsce/open/00037/2000/666-0321.pdf1m o IP 2P0 (a) (b) 2m * -f 2m 20cm 15cm 20cm 20cm 20cm (g/cm3) 2.629 2.643 2.656 2.657 (g/cm3) 1.558 1.572 1.569 1.543 1.606

Documents
( ØI öb6õ - JSCElibrary.jsce.or.jp/jsce/open/00906/2010/16-0377.pdf · grain size parameters. The equation input D20 diameter value and output the permeability range in the order

( ØI öb6õ - JSCElibrary.jsce.or.jp/jsce/open/00906/2010/16-0377.pdf · grain size parameters. The equation input D20 diameter value and output the permeability range in the order

Documents
Evaluation of seismic resistance for a multi-spans bridge in …library.jsce.or.jp/jsce/open/00127/2009/55-0537.pdf ·  · 2009-03-03Evaluation of seismic resistance for a multi-spans

Evaluation of seismic resistance for a multi-spans bridge in …library.jsce.or.jp/jsce/open/00127/2009/55-0537.pdf ·  · 2009-03-03Evaluation of seismic resistance for a multi-spans

Documents
Compact CITY - JSCElibrary.jsce.or.jp/jsce/open/00039/201105_no43/pdf/P4.pdf · 2018-07-30 · Compact CITY 私たちのコンパクトシティーとは × 一般的なものではなく

Compact CITY - JSCElibrary.jsce.or.jp/jsce/open/00039/201105_no43/pdf/P4.pdf · 2018-07-30 · Compact CITY 私たちのコンパクトシティーとは × 一般的なものではなく

Documents
УТВЕРЖДЕН ПАРБ.00127-01 90 01-ЛУgistoolkit.ru/download/doc/anidbguide.pdf2019 Литера О Инв. и д ПАРБ.00127 та 9 УТВЕРЖДЕН ПАРБ.00127-01

УТВЕРЖДЕН ПАРБ.00127-01 90 01-ЛУgistoolkit.ru/download/doc/anidbguide.pdf2019 Литера О Инв. и д ПАРБ.00127 та 9 УТВЕРЖДЕН ПАРБ.00127-01

Documents
土木学会論文集 - JSCElibrary.jsce.or.jp/jsce/open/00037/209/209-125832.pdfTitle 土木学会論文集 Created Date 2/28/2004 9:16:55 AM

土木学会論文集 - JSCElibrary.jsce.or.jp/jsce/open/00037/209/209-125832.pdfTitle 土木学会論文集 Created Date 2/28/2004 9:16:55 AM

Documents
コンクリートダムへのプレキャスト部材の適用 - JSCElibrary.jsce.or.jp/jsce/open/00984/2006/2006-0255.pdf0.4 strain-d.smp A-3 C-3 ひずみ B-2 (%) 時間（日）

コンクリートダムへのプレキャスト部材の適用 - JSCElibrary.jsce.or.jp/jsce/open/00984/2006/2006-0255.pdf0.4 strain-d.smp A-3 C-3 ひずみ B-2 (%) 時間（日）

Documents
library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00127/1990/36-2-0685.pdf · Vol.36A VIBRATION AND SERVICEABILITY OF PRESTRESSED CONCRETE STRESS RIBBON PEDESTRIAN BRIDGES By KAJIKAWA,Naoyoshi

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00127/1990/36-2-0685.pdf · Vol.36A VIBRATION AND SERVICEABILITY OF PRESTRESSED CONCRETE STRESS RIBBON PEDESTRIAN BRIDGES By KAJIKAWA,Naoyoshi

Documents
Mechanical Properties of Fillet Weld Joints by Underwater ...library.jsce.or.jp/jsce/open/00127/2010/56-0742.pdfroughness in this paper, on weld properties. Corrosion products on the

Mechanical Properties of Fillet Weld Joints by Underwater ...library.jsce.or.jp/jsce/open/00127/2010/56-0742.pdfroughness in this paper, on weld properties. Corrosion products on the

Documents
JSCElibrary.jsce.or.jp/jsce/open/00044/1983/03-0164.pdfSubject Image Created Date 7/3/2004 5:37:05 PM

JSCElibrary.jsce.or.jp/jsce/open/00044/1983/03-0164.pdfSubject Image Created Date 7/3/2004 5:37:05 PM

Documents
JSCElibrary.jsce.or.jp/jsce/open/00127/2003/49-A2-0697.pdf3100 1016 500mm 188 MTS I 0.098MPa ± 0.0025 MPa 350C—500c ± rc (RT+ 1000 700C ± IOC 700C + IOC 950/0RH ± 50/0RH -IOOC

JSCElibrary.jsce.or.jp/jsce/open/00127/2003/49-A2-0697.pdf3100 1016 500mm 188 MTS I 0.098MPa ± 0.0025 MPa 350C—500c ± rc (RT+ 1000 700C ± IOC 700C + IOC 950/0RH ± 50/0RH -IOOC

Documents
JSCElibrary.jsce.or.jp/jsce/open/00028/2000/44-1101.pdfPasig River and Laguna de Bay are measured from the common datum level. Based on this, mean sea level of Manila Bay is 10.462

JSCElibrary.jsce.or.jp/jsce/open/00028/2000/44-1101.pdfPasig River and Laguna de Bay are measured from the common datum level. Based on this, mean sea level of Manila Bay is 10.462

Documents
w q#Ý 'Ç - JSCElibrary.jsce.or.jp/jsce/open/00906/2012/18-0505.pdf · ø M 5 ± Û7T> > > >¡> >§> > > >»> %Ê'24 >& 770-8506 ¨ å w ! U å#ë 2-1 >' ... '¹* }c>*G r[ v D 0¿\KZ

w q#Ý 'Ç - JSCElibrary.jsce.or.jp/jsce/open/00906/2012/18-0505.pdf · ø M 5 ± Û7T> > > >¡> >§> > > >»> %Ê'24 >& 770-8506 ¨ å w ! U å#ë 2-1 >' ... '¹* }c>*G r[ v D 0¿\KZ

Documents
JSCElibrary.jsce.or.jp/jsce/open/00037/2002/697-0215.pdfsize effect in RC deep beams exists. In addition, it is interesting to find out the parameters of localized compressive failure

JSCElibrary.jsce.or.jp/jsce/open/00037/2002/697-0215.pdfsize effect in RC deep beams exists. In addition, it is interesting to find out the parameters of localized compressive failure

Documents
JSCElibrary.jsce.or.jp/jsce/open/00906/2001/07-0327.pdf · Ris 18.4kmæ 18.8km (1987) 1980 7k 1990 2000 18.6k 18.4k 1974 1976 1982 1987 1991 £D3 (R23, 21.0kmæ21.2km) 21.0kmæ21.4km

JSCElibrary.jsce.or.jp/jsce/open/00906/2001/07-0327.pdf · Ris 18.4kmæ 18.8km (1987) 1980 7k 1990 2000 18.6k 18.4k 1974 1976 1982 1987 1991 £D3 (R23, 21.0kmæ21.2km) 21.0kmæ21.4km

Documents
JSCElibrary.jsce.or.jp/jsce/open/00037/2003/739-0273.pdf · Key Words: uniaxial tensile test, continuous fiber sheet, dog-bone shape specimen, anchor bolt 100 frc%D, y-- < B It, B

JSCElibrary.jsce.or.jp/jsce/open/00037/2003/739-0273.pdf · Key Words: uniaxial tensile test, continuous fiber sheet, dog-bone shape specimen, anchor bolt 100 frc%D, y-- < B It, B

Documents
JSCElibrary.jsce.or.jp/jsce/open/00565/2008/09-0259.pdfGingold, R. A. & Monaghan, J. J. " Smoothed particle hydrodynamics — Theory and application to non-spherical stars" 4 Z, "An

JSCElibrary.jsce.or.jp/jsce/open/00565/2008/09-0259.pdfGingold, R. A. & Monaghan, J. J. " Smoothed particle hydrodynamics — Theory and application to non-spherical stars" 4 Z, "An

Documents
JSCElibrary.jsce.or.jp/jsce/open/00013/2003/31-0351.pdf0.001 1 0.00053 0.015 0.025 0.015 0.013 0.015 0.025 0.015 ARCñ 5 ARCñ 16000 14000 12000 450 I .04 (t) 0.20 0.10 0.055 o 0.078

JSCElibrary.jsce.or.jp/jsce/open/00013/2003/31-0351.pdf0.001 1 0.00053 0.015 0.025 0.015 0.013 0.015 0.025 0.015 ARCñ 5 ARCñ 16000 14000 12000 450 I .04 (t) 0.20 0.10 0.055 o 0.078

Documents