ansys框架-剪力墻命令流

1、Frame_shear wall.txt/filename,frame_shear wall !設(shè)置分析工作名稱/title,frame_shear wall !設(shè)置圖形標(biāo)題/prep7 !進(jìn)入前處理器et,1,beam4 !定義單元類型et,2,shell63r,1,0.25,0.0052,0.0052,0.5,0.5 !定義實(shí)常數(shù)r,2,0.2025,0.0034,0.0034,0.45,0.45r,3,0.06,0.0002,0.00045,0.3,0.2r,4,0.25,0.25,0.25,0.25r,5,0.1,0.1,0.1,0.1mp,ex,1,3.0e10 !定義材料參數(shù)mp,

2、nuxy,1,0.2mp,dens,1,2500!創(chuàng)建底層關(guān)鍵點(diǎn)*do,i,1,1k,1+(i-1)*20,0,0,(i-1)*6k,2+(i-1)*20,6,0,(i-1)*6k,3+(i-1)*20,12,0,(i-1)*6k,4+(i-1)*20,17,0,(i-1)*6k,5+(i-1)*20,0,5,(i-1)*6k,6+(i-1)*20,6,5,(i-1)*6k,7+(i-1)*20,12,5,(i-1)*6k,8+(i-1)*20,17,5,(i-1)*6k,9+(i-1)*20,0,10,(i-1)*6k,10+(i-1)*20,6,10,(i-1)*6k,11+(i-1)*2

3、0,12,10,(i-1)*6k,12+(i-1)*20,17,10,(i-1)*6k,14+(i-1)*20,6,1.875,(i-1)*6k,16+(i-1)*20,6,3.125,(i-1)*6k,18+(i-1)*20,6,1.875,3.9k,20+(i-1)*20,6,3.125,3.9*enddo!創(chuàng)建2-11層關(guān)鍵點(diǎn)*do,i,1,10k,1+i*20,0,0,(i-1)*3+6k,2+i*20,6,0,(i-1)*3+6k,3+i*20,12,0,(i-1)*3+6k,4+i*20,17,0,(i-1)*3+6k,5+i*20,0,5,(i-1)*3+6k,6+i*20,6,

4、5,(i-1)*3+6k,7+i*20,12,5,(i-1)*3+6k,8+i*20,17,5,(i-1)*3+6k,9+i*20,0,10,(i-1)*3+6k,10+i*20,6,10,(i-1)*3+6k,11+i*20,12,10,(i-1)*3+6k,12+i*20,17,10,(i-1)*3+6k,13+i*20,0,1.875,(i-1)*3+6k,14+i*20,6,1.875,(i-1)*3+6k,15+i*20,0,3.125,(i-1)*3+6k,16+i*20,6,3.125,(i-1)*3+6k,17+i*20,0,1.875,(i-1)*3+6+1.5k,18+i*

5、20,6,1.875,(i-1)*3+6+2k,19+i*20,0,3.125,(i-1)*3+6+1.5k,20+i*20,6,3.125,(i-1)*3+6+2*enddo!創(chuàng)建12層關(guān)鍵點(diǎn)*do,i,11,11k,1+i*20,0,0,(i-1)*3+6k,2+i*20,6,0,(i-1)*3+6k,3+i*20,12,0,(i-1)*3+6k,4+i*20,17,0,(i-1)*3+6k,5+i*20,0,5,(i-1)*3+6k,6+i*20,6,5,(i-1)*3+6k,7+i*20,12,5,(i-1)*3+6k,8+i*20,17,5,(i-1)*3+6k,9+i*20,0,1

6、0,(i-1)*3+6k,10+i*20,6,10,(i-1)*3+6k,11+i*20,12,10,(i-1)*3+6k,12+i*20,17,10,(i-1)*3+6k,13+i*20,0,1.875,(i-1)*3+6k,14+i*20,6,1.875,(i-1)*3+6k,15+i*20,0,3.125,(i-1)*3+6k,16+i*20,6,3.125,(i-1)*3+6k,17+i*20,0,1.875,(i-1)*3+6+1.8k,18+i*20,6,1.875,(i-1)*3+6+2.5k,19+i*20,0,3.125,(i-1)*3+6+1.8k,20+i*20,6,3.

7、125,(i-1)*3+6+2.5*enddo!創(chuàng)建頂層關(guān)鍵點(diǎn)*do,i,12,12k,1+i*20,0,0,39.5k,2+i*20,6,0,39.5k,3+i*20,12,0,39.5k,4+i*20,17,0,39.5k,5+i*20,0,5,39.5k,6+i*20,6,5,39.5k,7+i*20,12,5,39.5k,8+i*20,17,5,39.5k,9+i*20,0,10,39.5k,10+i*20,6,10,39.5k,11+i*20,12,10,39.5k,12+i*20,17,10,39.5*enddo!創(chuàng)建各層梁格*do,i,2,13l,(i-1)*20+1,(i-1)

8、*20+2l,(i-1)*20+2,(i-1)*20+3l,(i-1)*20+3,(i-1)*20+4l,(i-1)*20+5,(i-1)*20+6l,(i-1)*20+6,(i-1)*20+7l,(i-1)*20+7,(i-1)*20+8l,(i-1)*20+9,(i-1)*20+10l,(i-1)*20+10,(i-1)*20+11l,(i-1)*20+11,(i-1)*20+12l,(i-1)*20+5,(i-1)*20+9l,(i-1)*20+6,(i-1)*20+10l,(i-1)*20+3,(i-1)*20+7l,(i-1)*20+7,(i-1)*20+11l,(i-1)*20+4

9、,(i-1)*20+8l,(i-1)*20+8,(i-1)*20+12*enddo!創(chuàng)建立柱*do,i,1,12l,(i-1)*20+1,i*20+1l,(i-1)*20+2,i*20+2l,(i-1)*20+3,i*20+3l,(i-1)*20+4,i*20+4l,(i-1)*20+5,i*20+5l,(i-1)*20+6,i*20+6l,(i-1)*20+7,i*20+7l,(i-1)*20+8,i*20+8l,(i-1)*20+9,i*20+9l,(i-1)*20+10,i*20+10l,(i-1)*20+11,i*20+11l,(i-1)*20+12,i*20+12l,(i-1)*20

10、+1,i*20+1*enddo!創(chuàng)建底層剪力墻開孔邊框*do,i,1,1l,(i-1)*20+14,(i-1)*20+18l,(i-1)*20+16,(i-1)*20+20*enddo!創(chuàng)建其他層剪力墻開孔邊框*do,i,2,12l,(i-1)*20+13,(i-1)*20+17l,(i-1)*20+15,(i-1)*20+19l,(i-1)*20+14,(i-1)*20+18l,(i-1)*20+16,(i-1)*20+20*enddoa,1,21,25,5 !創(chuàng)建底層外側(cè)剪力墻*do,i,2,12 !創(chuàng)建2-12層外側(cè)剪力墻a,(i-1)*20+1,i*20+1,i*20+5,(i-1)*

11、20+5,(i-1)*20+15,(i-1)*20+19,(i-1)*20+17,(i-1)*20+13*enddo*do,i,1,12 !創(chuàng)建內(nèi)側(cè)剪力墻a,(i-1)*20+2,i*20+2,i*20+6,(i-1)*20+6,(i-1)*20+16,(i-1)*20+20,(i-1)*20+18,(i-1)*20+14*enddo!創(chuàng)建樓板平面*do,i,1,12a,i*20+1,i*20+2,i*20+6,i*20+5a,i*20+2,i*20+3,i*20+7,i*20+6a,i*20+3,i*20+4,i*20+8,i*20+7a,i*20+5,i*20+6,i*20+10,i*20

12、+9a,i*20+6,i*20+7,i*20+11,i*20+10a,i*20+7,i*20+8,i*20+12,i*20+11*enddo!劃分網(wǎng)格lsel,s,181,192 !選擇底層立柱latt,1,1,1 !設(shè)置底層立柱網(wǎng)格劃分屬性lesize,all,10 !設(shè)置底層立柱網(wǎng)格劃分?jǐn)?shù)NDIV為10lmesh,all !底層立柱劃分網(wǎng)格lsel,s,192,324 !選擇2-12層立柱latt,1,2,1 !設(shè)置2-12層立柱網(wǎng)格劃分屬性lesize,all,5 !設(shè)置2-112層立柱網(wǎng)格劃分?jǐn)?shù)NDIV為5lmesh,all !2-12層立柱劃分網(wǎng)格lsel,s,1,180 !選擇各層

13、梁格latt,1,3,1 !設(shè)置梁格網(wǎng)格劃分屬性lesize,all,8 !設(shè)置梁格網(wǎng)格劃分?jǐn)?shù)NDIV為8lmesh,all !各層梁格劃分網(wǎng)格!剪力墻網(wǎng)格劃分lsel,s,372 !選擇外側(cè)剪力墻底端lsel,a,413 !設(shè)置內(nèi)側(cè)剪力墻底端lsel,a,461 !設(shè)置內(nèi)側(cè)剪力墻頂端lesize,all,8 !設(shè)置網(wǎng)格劃分?jǐn)?shù)NDIV為8lsel,s,418 !選擇內(nèi)側(cè)剪力墻底端lsel,a,420 lesize,all,3 !設(shè)置網(wǎng)格花分?jǐn)?shù)NDIV為3lsel,s,325 !選擇內(nèi)側(cè)剪力墻底端內(nèi)側(cè)lsel,a,326 lesize,all,6 !設(shè)置網(wǎng)格花分?jǐn)?shù)NDIV為6!選擇剪力墻開孔頂端

14、lsel,s,375lsel,a,379lsel,a,383lsel,a,387lsel,a,391lsel,a,395lsel,a,399lsel,a,403lsel,a,407lsel,a,411lsel,a,415lsel,a,419lsel,a,423lsel,a,427lsel,a,431lsel,a,435lsel,a,439lsel,a,443lsel,a,447lsel,a,451lsel,a,455lsel,a,459lsel,a,463lesize,all,2 !設(shè)置網(wǎng)格劃分?jǐn)?shù)NDIV為2asel,s,1,24 !選擇剪力墻aatt,1,4,2 !設(shè)置剪力墻的網(wǎng)格劃分屬性a

15、mesh,all !剪力墻劃分網(wǎng)格asel,s,25,96 !選擇各層樓板aatt,1,5,2 !設(shè)置樓板的網(wǎng)格劃分屬性amesh,all !樓板劃分網(wǎng)格/eshape,1.0Finish/solu !進(jìn)入求解器antype,static ! 設(shè)置分析類型為靜力分析nsel,s,loc,z,0 !選取模型底端節(jié)點(diǎn)d,all,all !施加位移約束!風(fēng)荷載作用下的結(jié)構(gòu)響應(yīng)/solu !進(jìn)入求解器antype,static !設(shè)置分析類型為靜力分析*dim,load_1,array,12 !定義荷載數(shù)組1load_1(1)=3.78,2.16,2.39,2.57,2.72,2.84,2.95,3.

16、17,3.20,3.29,3.39,3.51*dim,load_2,array,12 !定義荷載數(shù)組2load_2(1)=7.56,4.32,4.78,5.14,5.44,5.68,5.90,6.34,6.40,6.58,6.76,7.02*dim,load_3,array,12 !定義荷載數(shù)組3load_3(1)=6.93,3.96,4.38,4.71,4.99,5.21,5.41,5.81,5.87,6.03,6.20,6.44*dim,load_4,array,12 !定義荷載數(shù)組4load_4(1)=3.15,1.80,1.99,2.14,2.27,2.37,2.46,2.64,2.6

17、7,2.74,2.82,2.93*dim,load_a,array,12 !定義荷載數(shù)組aload_a(1)=3.15,1.80,1.99,2.14,2.27,2.37,2.46,2.64,2.67,2.74,2.82,2.93*dim,load_b,array,12 !定義荷載數(shù)組bload_b(1)=6.30,3.60,3.98,4.28,4.54,4.74,4.92,5.28,5.34,5.48,5.64,5.86*dim,load_c,array,12 !定義荷載數(shù)組cload_c(1)=3.15,1.80,1.99,2.14,2.27,2.37,2.46,2.64,2.67,2.74

18、,2.82,2.93*do,i,1,12 !軸線1施加荷載fk,1+20*i,fy,load_1(i)*enddo*do,i,1,12 !軸線2施加荷載fk,2+20*i,fy,load_2(i)*enddo*do,i,1,12 !軸線3施加荷載fk,3+20*i,fy,load_3(i)*enddo*do,i,1,12 !軸線4施加荷載fk,4+20*i,fy,load_4(i)*enddosolve !求解fkdele,all,all !刪除y方向風(fēng)荷載*do,i,1,12 !軸線a施加荷載fk,1+20*i,fx,load_a(i)*enddo*do,i,1,12 !軸線b施加荷載fk,

19、5+20*i,fx,load_b(i)*enddo*do,i,1,12 !軸線c施加荷載fk,9+20*i,fx,load_c(i)*enddosolve !求解finish !退出求解器!后處理器觀察結(jié)構(gòu)位移和應(yīng)力的分布/post1 !進(jìn)入通用后處理器set,first !讀入Y方向荷載計算結(jié)果plnsol,u,y,0,1 !顯示側(cè)向位移UY分布plnsol,s,1,0,1 !顯示主應(yīng)力S1分布set,next !讀入X方向荷載計算結(jié)果plnsol,u,x,0,1 !顯示側(cè)向位移UX分布plnsol,s,1,0,1 !顯示主應(yīng)力S1分布finish !退出后處理器!結(jié)構(gòu)模態(tài)分析/solu !

20、進(jìn)入求解器antype,modal !設(shè)置分析類型模態(tài)分析modopt,lanb,6 !采用Block Lanzcos模態(tài)提取法，提取數(shù)為6mosopt,lanb,6,0,0,off !采用模態(tài)設(shè)置solve !求解finish !退出求解器!后處理觀察結(jié)果/post1 !進(jìn)入通用后處理器set,list !列表顯示模型的固有頻率set,first !讀入第一荷載步的計算結(jié)果pldisp,0 !設(shè)置顯示方式為只顯示變形后的模型set,next !讀入第二荷載步的計算結(jié)果pldisp,0 !設(shè)置顯示方式為只顯示變形后的模型set,next !讀入第三荷載步計算結(jié)果pldisp,0 !設(shè)置顯示方式

21、為只顯示變形后的模型set,next !讀入第四荷載步的計算結(jié)果pldisp,0 !設(shè)置顯示方式為只顯示變形后的模型set,next !讀入第五荷載步的計算結(jié)果pldisp,0 !設(shè)置顯示方式為只顯示變形后的模型set,next !讀入第六荷載步的計算結(jié)果pldisp,0 !設(shè)置顯示方式為只顯示變形后的模型finish !退出通用后處理器!地震作用下的結(jié)構(gòu)響應(yīng)nt=150 !定義時間點(diǎn)數(shù)目*dim,time,nt !定義時間數(shù)組*dim,ac_x,nt !定義地震加速度數(shù)組*dim,ac_y,nt *dim,ac_z,nt!從數(shù)據(jù)文件讀入數(shù)據(jù)*vread,time,time,txt,ijk,nt(f6.2)*vread,ac_x,ac_x,txt,(f6.2)*vread,ac_y,ac_y,txt,(f6.2)*vread,ac_z,ac_z,txt(f6.2)!分析選項設(shè)置與求解/solu !進(jìn)入求解器antype,trans !定義分析類型nsubst,1,1 !定義荷載子步數(shù)*do,i,1,nt acel,ac_x(i),ac_y(i),ac_z(i) !施加加速度荷載ti