全球旧事资料 分类
eobtai
edfromModelANotethattheresultsobtai
edfromModelAarei
closeagreeme
twithexperime
talresultsseeFig7whileModelBsig
ifica
tlyoverestimatesthedeformatio
ofthestructureIfthemaximumverticaldisplaceme
twerelargerthei
fillwallsweremoreseverely
16
f土木工程专业英语复习参考
crackeda
dthestrutsweremorecompletelyformedthediffere
cebetwee
theresultsofthetwomodelsModelsAa
dBwouldbesmaller
Fig9comparestheexperime
tala
da
alyticalModelAdisplaceme
tofjoi
tA2i
theseco
dfloorAgai
whilethefirstpeakverticaldisplaceme
tobtai
edexperime
tallya
da
alyticallyarei
goodagreeme
tthea
alyticalperma
e
tdisplaceme
tu
derestimatestheexperime
talvalue
A
alyticallyestimateddeformedshapesofthestructureatthemaximumverticaldisplaceme
tbasedo
ModelAareshow
i
Fig10withamag
ificatio
factorof200Theexperime
tallymeasureddeformedshapeoverthee
dregio
sofbeamsA1A2a
dA3B3i
theseco
dfloor
17
f土木工程专业英语复习参考
arereprese
tedi
thefigurebysolidli
esAtotalof14pote
tiometerswerelocatedatthetopa
dbottomofthee
dregio
softheseco
dfloorbeamsA1A2a
dA3B3whichwerethemostcriticaleleme
tsi
loadredistributio
Thebeamtopa
dcorrespo
di
gbottompote
tiometerrecordi
gswereusedtocalculaterotatio
betwee
thesectio
swherethepote
tiometere
dswereco
ectedThiswasdo
ebyfirstfi
di
gthediffere
cebetwee
therecordeddeformatio
satthetopa
dbottomofthebeama
dthe
dividi
gthevaluebythedista
cealo
gtheheightofthebeamsectio
betwee
thetwo
18
f土木工程专业英语复习参考
pote
tiometersTheexpecteddeformedshapesbetwee
themeasurede
dregio
softheseco
dfloorbeamsareshow
bydashedli
esAsca
besee
i
thefiguresa
alyticallyestimateddeformedshapesofthebeamsarei
goodagreeme
twithexperime
tallyobtai
eddeformedshapes
A
alyticalresultsofModelAshowthato
lytwoplastichi
gesareformedi
dicati
grebaryieldi
gAlsofoursectio
sthatdid
othave
egativetoprei
forceme
treachedcracki
gmome
tcapacitiesa
dthereforecrackedFig10showsthelocatio
sofalltheformedplastichi
gesa
dcracks
19
fr
好听全球资料 返回顶部