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obrickwallsolid65整体式建模Fi
ishclearu
itssicomStructuralco
fig
res400000prep7titlemo
obrickwalldepth_sup024弹性支垫240mm单元属性forbrickmortara
dleveli
gcoatet1solid65KEYOPT110KEYOPT150KEYOPT160KEYOPT171forelasticsupportet2solid45砌体材料MU10M5砌体材料属性mpprxy1015mpde
s11700mpex1024e10砌体屈服准则TBMKIN1TBTEMPstrai
TBdata102E310E320E330E348E3TBTEMPTBDATA1048E6082E6132E615E6132E6TBDATA1048E6131E6211E624E6211E6XRANGE0002TBPLOTMKIN1砌体破坏准则h
trl013E6h
trl021E6tbco
cr14tbdata0209h
trl1不考虑压碎弹性支撑弹性支撑暂取钢筋材料属性mpex220e11
fmpde
s27600mpprxy2030realco
sta
tsr1modeli
ggeometrymodelblock031200240312block0243120024312336Vselsvolu121aslvslslaslesizeall024Vselsvolu1vatt111brickwallVselsvolu2vatt212brickwallvselall必须再次选择所有单元VSWEEPALLsave
umcmpallallseldevicevector1eshape1耦合allselallelasticsupport
odesseteselstype2
slesall
selrlocz312
selulocx024cmslave
ode
odeother
odeseteselstype1
slesallcmmaster
ode
odei
putucouplemacsavefi
ish耦合文件ucouplemac：开始allsel最好保留这句命令将从属节点编号依次存入数组cmselsslave
odegetcou
t1_
ode
ode0cou
tdelslave_
odedimslave_
odearraycou
t1_
odegetslave_
ode1
ode0
ummi
doi2cou
t1_
odeslave_
odei
d
extslave_
odei1e
ddo将主节点编号依次存入数组allsel
fcmselsmaster
odegetcou
t2_
ode
ode0cou
tdelmaster_
odedimmaster_
odearraycou
t2_
odegetmaster_
ode1
ode0
ummi
doi2cou
t2_
odemaster_
odei
d
extmaster_
odei1e
ddo将与从属节点耦合的节点数组初始化delcp_
odedimcp_
odearraycou
t1_
odedoi1cou
t1_
odecp_
odei0e
ddo开始选择程序allselcmselsmaster
odedoi1cou
t1_
odekk1k1dowhilekkk
earslave_
odei
selscpallkk
selk0001allselcmselsmaster
ode
selu
odekcmmaster
ode
odee
ddocp_
odeike
ddo选择完毕开始耦合allselallprep7doi1cou
t1_
odecp
extUXslave_
odeicp_
odeicp
extUYslave_
odeicp_
odeicp
extUZslave_
odeicp_
odeie
ddo耦r