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一三层 钢框架的地震反映谱分析,请大家笑纳!!
- !钢框架的振型分解反应谱分析
- /prep7
- et,1,beam188
- mptemp,1
- mpdata,ex,1,,2.06e11
- mpdata,dens,1,,7850
- mpdata,prxy,1,,0.2
- mpdata,ex,2,,25.5e15
- mpdata,dens,2,,1088e2
- mpdata,prxy,2,,0.2
- sectype,1,beam,hrec,colum
- secoffset,cent
- secdata,0.5,0.5,0.02,0.02,0.02,0.02
- sectype,2,beam,i,beam
- secoffst,user,0,0.5
- secdata,0.4,0.4,0.5,0.015,0.015,0.015
- k,1,-4.5
- k,2,-4.5,4
- k,3,-4.5,8.0
- k,4,-4.5,12
- k,5,4.5,12
- k,6,4.5,8
- k,7,4.5,4
- k,8,4.5
- l,1,2
- l,2,3
- l,3,4
- l,4,5
- l,5,6
- l,6,7
- l,7,8
- l,3,6
- l,2,7
- l,7,8
- nummrg,all
- numcmp,all
- lesize,all,,,20
- lsel,s,loc,x,-4.5
- lsel,a,loc,x,4.5
- k,15,0,15
- latt,1,1,1,,15,,1
- lmesh,all,all
- allsel,all
- lsel,s,loc,y,4
- lsel,a,loc,y,8
- lsel,a,loc,y,12
- latt,2,1,1,,15,,2
- lmesh,all,all
- allsel
- nsel,s,loc,y,0
- d,all,all
- allsel,all
- /eshape,1
- /replot
- /solu
- antype,modal
- modopt,lanb,10,0,0,,off
- mxpand,10,,,yes
- acel,,9.8
- solve
- finish
- /solu
- antype,spectr
- spopt,sprs,,yes
- dmprat,0.02
- svtyp,2,1
- sed,1
- !!ii类建筑场地,6度设防,多遇地震(近震)
- !曲线的下降段衰减系数r=0.95
- !amax=0.11
- !阻尼比=0.02
- !特征周期Tg=0.34s
- !直线段的下降段斜率调整系数r1=0.02375
- !阻尼调整系数r2=1.319
- !定义反应谱曲线
- freq,0.420168067,0.452488688,0.49016078,0.534759358,0.588235294,0.653594771,0.735294118,0.840336134,0.980392157
- freq,1.176470588,1.470588253,1.960784314,2.941176471,10,1000000
- sv,0.02,0.296731616,0.301172866,0.305614116,0.310055366,0.314496616,0.347604662,0.388759029,0.441339541,0.510942806
- sv,0.02,0.607567413,0.751032939,0.987076437,1.451,1.451,0.495
- solve
- finish
- /solu
- antype,spectr
- srss,0.15,disp
- solve
- finish
- /post1
- allsel,all
- sumtype,prin
- /input,,mcom
- plnsol,u,sum
- etable,mx,smisc,4,17
- etable,my,smisc,2,15
- etable,bk,smisc,28,30
- pletab,mx
- pletab,my
- pletab,bk
- lcwrite,1,'spectrum','l01',''
- finish
- /solu
- antype,static,
- solve
- fini
- /post1
- set,1
- lcdef,1,1,1
- lcfile,2,'spectrum','l01',''
- lcfact,2,1.3
- sumtype,prin
- lcase,1
- lcoper,add,2,,2
- esel,u,type,,1
- plnsol,u,sum
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[ 本帖最后由 MVH 于 2006-10-4 15:46 编辑 ] |