调整模型中的剪胀角、oci、ocr对荷载-位移曲线无影响
Et,1,solid186
Et,2,link8
Mp,ex,1,32980$mp,prxy,1,0.2$mp,dens,1,2350e-9
fc=33.36$ft=3.06$fb=1.2*fc !31.52为棱柱体
psi=30!28,29,30,31,32
！psi取28时计算曲线长，取30，32时计算曲线短且无差别
kcm=0.00167$kcu=0.0038
oci=0.3$ocu=0.5$0.130$ocr=0.2
!oci=0荷载-位移变为直线=0.1只有线性段=0.2,0.3和别人一样
!ocr取0.01,0.1,0.2无变化
otr=0.001$gft=0.05
!gft=0.05\0.08\0.1\0.13
tb,concr,1,,,mw$tbdata,1,fc,ft,fb
tb,concr,1,,,dila$tbdata,1,psi
tb,concr,1,,,HSD2$tbdata,1,kcm,kcu,oci,ocu,ocr
tbdata,6,gft,otr
Et,1,solid186
Et,2,link8
Mp,ex,1,32980$mp,prxy,1,0.2$mp,dens,1,2350e-9
fc=33.36$ft=3.06$fb=1.2*fc !31.52为棱柱体
psi=30!28,29,30,31,32
！psi取28时计算曲线长，取30，32时计算曲线短且无差别
kcm=0.00167$kcu=0.0038
oci=0.3$ocu=0.5$0.130$ocr=0.2
!oci=0荷载-位移变为直线=0.1只有线性段=0.2,0.3和别人一样
!ocr取0.01,0.1,0.2无变化
otr=0.001$gft=0.05
!gft=0.05\0.08\0.1\0.13
tb,concr,1,,,mw$tbdata,1,fc,ft,fb
tb,concr,1,,,dila$tbdata,1,psi
tb,concr,1,,,HSD2$tbdata,1,kcm,kcu,oci,ocu,ocr
tbdata,6,gft,otr
