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رش
Define
A
در برنامه
Assign
SAP ,
ن كار در ابزار
e menu >
Add New Suse the opti
Add Copy o1. Hig2. Clic
formdefi
3. Maksect
ي كابل ها را د
n menu > C
, Etabs
د نظر براي اين
Section Pr
Section buttions on the
of Section bghlight the nck the Add Cm. The forminition selecke the necestion definiti
وان به راحتي
Cable > C
رم افزار
www.S
قاً گزينه مورد
منوي
roperties >
ton. Click thform to def
button. name of a prCopy of Secm will be "pcted in Stepssary modifion.
Draw مي تو
Cable Prop
ل ها در نر
Saze80
ب است و دقيق
ت كابل را در
> Cable S
his button tofine a cable
reviously dection button
pre-loaded" 1. fication to th
w menu >
منوي
perties com
ه
كابل احي
08.com
بسيار مناسب
ابتدا ميبايست
ections
o display thesection.
efined cablen to display with the pa
he form, if a
Frame/Ca
ل ها از طريق
mmand
.ف نمود
سازه و زلزله شي
دل و طرا
ل كردن كابل
SAPم افزار
:يد
e Cable Sec
e section dethe Cable S
arameters sp
any, to com
able/Tendo
ب اعضاي كابل
بل ها را تعريف
آموزشوبسايت -
مدنكات
Sapبراي مدل .ست
منظور در نرم
ر تعريف نمايي
ction Data fo
finition. Section Datpecified for
mplete a new
onطريق زير
د
ريف با انتخاب
مشخصات كاب
808سازه
SAP
pافزار نرم
اسموجود
براي اين م
مطابق زير
form;
ta the
w cable
از طسپس مدل نمود
پس از تعر
مي توان م
:ندارد
Assign
محوري
راي
Tensio Form:
Etabs An uppobject cbehaviohas beestiffneswith ful
Select t
Use theFrame T
Etab وجود ن
menu > F
گر عدد فشار م
ار ميكند و بر
on CompreFrame T/C
Manual:er limit on tcan be assigor modeled en set. If thes. If the loall stiffness w
the frame o
e Assign meT/C Limits fo
bsافزار در نرم
Frame/Lin
بايد بدهيد اگ
ل غيرخطي كا
ession LimC Limits
the amountgned. This isis nonlineae object tried reverses, when it reac
bject(s) to b
nu > Frameorm:
طراحي كابل
e > Tensio
شش محوري .د كابل
قط در تحليل
mits
t of tensions used primar but elasties to go intoit will recovches its orig
be assigned
e/Line > Ten
ي مدلسازي و
: ت
on/Compr
محوري و كشيكند و ميشود
ين است كه فق .ست ي
and comprarily to modc. For examo axial compver its shortginal length
d axial force
nsion/Comp
ه
ت ديگري براي
مناسب است
ression Lim
حد براي فشار كشش كار مي
اين Etabsدر بل استفاده ني:ال نرم افزار
ression forcdel tension‐
mple, assumpression, it tening with.
e limits.
pression Lim
سازه و زلزله شي
امكانات زير د
براي اين كار
mits
ميشود دو حدك عضو شما در
ل كردن كابلست ظاهراً قان مورد از منو
ce supporte‐only cablese a comprewill shorten
h no stiffnes
mits comma
آموزشوبسايت -
به غير از مورد
E زير گزينه
اي كه ظاهربدهيد عمالً ع
مدل تعريف نطي كه رايج ا زير را در اين
d by a frams and braceession limit on without ass, then eng
nd to acces
808سازه
Etabs
تا كنون ب
Etabsدر
در صفحه0صفر را
اشكال اينتحليل خطتوضيحات
e es. The of zero ny gage
ss the
Tensionthat is z Compreenterin
Note: Ifforce in
Note: Tension
Tensionintegrattension
If a lineelemen
If a lineaxial stithe end
Tip: Thirepresethe cab
To modsub‐objcomprethe true
گردد ي
n Limit. Speczero or posiession Limitg a value th
f zero is spen a nonlinea
n/Compress
n/compresstion time‐hn/compressi
ar analysis nt will be us
ar analysis iffness will bd of the non
s feature is ented by a sble/brace on
del the defojects, and uession, the ce behavior.
ن محسوب مي
cify a tensioitive. t. Specify a chat is zero o
ecified for bar analysis.
sion limits a
sion limits wistory analyion limits ar
is performeed as if the
is performebe zero or Anlinear case
useful for msingle straign the struct
ormation of se large‐discable/brace
قاط ضعف آن هد
on limit by c
compressioor negative.
oth the ten
are nonlinea
will be activaysis only. In re present i
ed using there were no
ed using theAE/L, depen.
modeling caght object wure than on
the cable osplacementse will buckle
Eta يكي از نقده شما قرار مي
checking th
on limit by c
nsion and co
ar. Thus, the
ated in a nogeneral, usn the mode
e stiffness alimits.
e stiffness anding on wh
ables and bwhen the ann the detaile
or brace in ds analysis we out of the
absافزار نرم
ا در اختيار ش
ه
e Tension L
checking the
ompression
e following
onlinear statse nonlinearel.
t zero, the f
t the end ohether the o
races that calysis is foced behavior
detail, breakwithout comway in a m
سازي كابل درن امكان راي اي
سازه و زلزله شي
Limit box an
e Compress
limit, the o
apply:
tic or nonlinr analysis w
full axial sti
f a nonlineaobject excee
can reasonaused more r of the cab
k the cable/mpression limore realistic
ي براي مدلس Saبه راحتي
آموزشوبسايت -
nd entering
sion Limit bo
object will ca
near direct‐when
ffness (AE/
ar analysis, eded its lim
ably be on the effele/brace its
/brace into mits. Underc represent
د امكانات كافي pافزار كه نرم
808سازه
a value
ox and
arry no
‐
L) of the
the mits at
ect of self.
several r tation of
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