学校代码：学号：
10128
本科毕业设计外文文献翻译（
题目：Shearwallstructuraldesig
of
highlevelframework
学生姓名：
学
院：土木工程学院
系
别：建筑工程系
专
业：土木工程专业（建筑工程方向）
班
级：土木08（5）班
指导教师：副教授
17
fShearwallstructuraldesig
ofhighlevelframework
WuJiche
gAbstractI
thispaperthebasicco
ceptsofma
powerfromtheframeshearwallstructurea
alysisofthestructuraldesig
oftheco
te
toftheframeshearwalli
cludi
gtheseismicwallshearspa
ratiodesig
a
daco
cretestructurei
themostcommo
lyusedframeshearwallstructurethedesig
ofpoi
tsto
oteKeywordsco
creteframeshearwallstructurehighrisebuildi
gs
Thewallisamoder
highrisebuildi
gsisa
importa
tbuildi
gco
te
tthesizeoftheframeshearwallmustcomplywithbuildi
gregulatio
sThepri
cipleisthatthelargersizebutthethick
essmustbesmallergeometricfeaturesshouldbeprese
tedtotheplatetheforceisclosetocyli
dricalThewallshearwallstructureisaflatcompo
e
tItsexposuretotheforcealo
gthepla
eleveloftheroleofsheara
dmome
tmustalsotakei
toaccou
ttheverticalpressureOperateu
derthecombi
edactio
ofbe
di
gmome
tsa
daxialforcea
dshearforcebytheca
tileverdeepbeamu
dertheactio
oftheforceleveltolooki
tothebottommou
tedo
thebasisofShearwallisdividedi
toawholewalla
dtheassociatedshearwalli
theactualprojectawholewallforexamplesuchasge
eralhousi
gco
structio
i
thegableorfishbo
estructurefilmwallsa
dsmallope
i
gswallCoupledShearwallsareco
ectedbythecoupli
gbeamshearwallButbecausethe
27
fge
eralcoupli
gbeamstiff
essislesstha
thewallstiff
essofthelimbssoWalllimbalo
eisobviousThece
tralbeamofthei
flectio
poi
ttopayatte
tio
tothewallpressuretha
thelimitsofthelimbaxisWillformashortwidebeamswidecolum
walllimbshearwallope
i
gstoolargecompo
e
tatbothe
dswithjustthedomai
ofvariablecrosssectio
rodi
thei
ter
alforcesu
dertheactio
ofma
yWalllimbi
flectio
poi
tThereforethecalculatio
sa
dco
structio
shouldAccordi
gtoapproximatetheframestructuretoco
siderThedesig
ofshearwallsshouldbebasedo
thecharacteristicsofavarietyofwallitselfa
ddiffere
tmecha
icalcharacteristicsa
drequireme
tswallofthei
ter
alforcedistributio
a
dfailuremodesofspecifica
dcomprehe
siveco
sideratio
ofthedesig
rei
forceme
ta
dstructuralmeasuresFrameshearwallstructuredesig
istoco
siderthestructureoftheoveralla
alysisforbothdirectio
softhehorizo
tala
dverticaleffectsObtai
thei
ter
alforceisrequiredi
accorda
cewiththebiasorpartialpull
ormalsectio
forcecalculatio
Thewallstructureoftheframeshearwallstrucr