ansys命令流(框架結(jié)構(gòu)工程實(shí)例)鋼結(jié)構(gòu)

1、文件：E:othersansysSjg框架結(jié)構(gòu)-改適為鋼截而2011-4-12,23:46:38頁(yè)：頁(yè)： fini/cle/PNUM.KP.l/PNUM.LINE.l/PNUM.AREA.l/NUMBER.0!押件艸#押件艸#押件艸#押件艸#押件艸#押件艸#押件艸#押件艸#押件艸#押件艸#押件艸#押卵I!三層框架結(jié)構(gòu)ANSYS實(shí)體建校命令流文件II/TITLE,5.4mx54mFrameStructureAnalysis/Color,PBAK,BLAC/REP/Prep71i!ETr!止義甲元類(lèi)型1,BEAM188!框架柱單元ETr2,BEAM188!夕卜環(huán)梁?jiǎn)卧狤Tr3,BEAM188!樓而

2、梁?jiǎn)卧狤Tr14ZSHELL63!樓而板單元i!MPr!止義材料屈性EX.l,2.1e+ll!倒彈模MPrPRXYr1,0.30!泊松比MPr1DENS.1,7850!密度MPrEX,2,3.0e+10!30混凝土彈校MPrPRXYr2,0.20!泊松叱MPrDENS.2,2500!密度!止義柱及梁的截而尺寸SECTYPE,lrBEAMrI,0!框架柱單.元H500X200X8X12SECOFFSET,CENT,SECDATA,0.3,0.3,0.5,0.012,0.012,0.008SECPLOT,lrlSECTYPE,2,BEAM,I#/0!外壞梁?jiǎn)卧狧400X200X6X12SECOFF

3、SET,CENT,SECDATA,0.2,0.2,0.4,0.012,0.012,0.006SECPLOT.2八SECTYPE,3rBEAM,I,0委山i梁?jiǎn)卧狧600X200X6X12SECOFFSET,CENT,SECDATA,0.2,0.2,0.6,0.012,0.012,0.006SECPLOT昇八Rf2tQ.l,0.1,0.1,0.1,t!樓面板單元!建立關(guān)鍵點(diǎn)K.1000,8.1,100,-5.4!設(shè)WBEAM188單元方向點(diǎn)K,1.0,0!生成Z1柱腳關(guān)鍵點(diǎn)K.4八6.2.0,0!生成乙4柱腳關(guān)鍵點(diǎn)KFILL八.4!生成笫1排柱腳關(guān)鍵點(diǎn)KGEN.3,1.4門(mén)，0.0,-54.4!

4、生成底層林腳全部關(guān)鍵點(diǎn)KGENQ,1120.40_1.00!生成全部關(guān)鍵點(diǎn)/VIEW,1,1,1,1!改變視角從新繪圖/ANGLE,1/rep!建立框架柱線元*00,1,1,12,1!生成底層框架柱線元LrIrI+100r2*ENDDOLGENQ,】八2八-4八!生成笫2昇層框架柱線元LATT.1,110001!描宦也架柱線元屈性RESIZE,ALL,!描疋框架柱線元網(wǎng)格劃分!建立外環(huán)梁線元NUMSTR.LINE.lOl*00,1,1,3,1!生成底層外壞梁線元Lr1+100,1+101,1*ENDDO*00,1,9,11,1!生成底層外環(huán)梁線元Lr1+100,1+101,1*ENDDOL.1

5、01,105,1b.105,109八b.104,108八L.108,112,1LGENQ,101門(mén)10八八4！生成笫2Q層外環(huán)梁線元ILATT,1110002!描定外環(huán)梁線元屈性LESIZE.ALL,!描足外壞梁線元網(wǎng)格劃分5等分LMESH.ALL!劃分外壞梁P元LSEL.U,.rALL!消空被選中的所冇線元!建立樓面梁線元NUMSTR,LINE,201102,106八！生成底層樓而梁線元L.106,110,1L.103,107,1L.107,111,1L.105,106,1L.106,107,1L.107,108,1LGEN,3,201,207,14!生成笫2Q層樓面梁線元iLATT,111

6、0003!扌H底樓而梁線元屈性LESIZE.ALL,!描足樓而梁線元網(wǎng)格劃分5等分LMESH,ALL!劃分樓而梁?jiǎn)卧狪!建立樓1何板面元ALLSEL.ALL!選中所有元索*00,1,1,3,1!生成底層樓iftitelfllTLA.I+100,1+101,1+105,1+104Az1+104z1+105,14.109,1+108*ENDDOAGEN昇八.6八，4-!生成笫2Q層樓面板而元IAATT.2,2,4!描疋樓面板元局性LSLA#S!選取與而元相關(guān)的所冇線元LESIZELL,!扌肯疋樓而梁線元網(wǎng)格劃分AMESH,ALL!劃分樓而梁P7UINUMMRG.NODE,.,LOW!合并節(jié)點(diǎn)NUM

7、CMP.NODE!壓縮肯點(diǎn)編號(hào)ALLSEL/ESHAPE.1EPLOT!施加位移約束NSEL.S,LOC#y,0,0!選取底層所有節(jié)點(diǎn)D.ALL,rALLr!約束所有自山度SFArALL/lrPRESr-5E3ALLSEL.ALLEPLOTsave文件：E:othersansysSjg框架結(jié)構(gòu)-改適為鋼截而2011-4-12,23:46:38頁(yè)：頁(yè)： #文件：E:othersansysSjg框架結(jié)構(gòu)-改適為鋼截而2011-4-12,23:46:38頁(yè)：頁(yè)： #/SOLUOUTPR,BASIC,LASTSOLVESFDELzALLrPRESSFArALL,1fPRESf-10E3SOLVEFIN

8、ISH!設(shè)程打印輸出選項(xiàng)!刪除以的的銭荷文件：E:othersansysSjg框架結(jié)構(gòu)-改適為鋼截而2011-4-12,23:46:38頁(yè)：頁(yè)： #文件：E:othersansysSjg框架結(jié)構(gòu)-改適為鋼截而2011-4-12,23:46:38頁(yè)：頁(yè)： /POST1LCDEF.l.lLCDEF.2,2!將第一個(gè)戦荷步結(jié)果定義為戰(zhàn)荷1.況1!將第二個(gè)磁荷步結(jié)果莊義為我荷匸況2LCFACT.l,1.2LCFACT.2,1.4!放人系數(shù).比例因子12!放人系數(shù).比例因子14LCASE.1!讀入H況1,DATABASE=1LCOPER,ADD,2!荷戦組介DATABASE=DATABASE+2LCWR

9、ITE.3!將組介后的結(jié)果應(yīng)義為我荷.況3SET八！泱取笫二個(gè)載荷步的結(jié)果PLNSOL,U.Y!顯示Z方向的位移云圖SET.2!泱取第二個(gè)載荷步的結(jié)果PLNSOL,U.Y!顯示Z方向的位移云圖LCASE.3!讀収戦荷工況2的結(jié)果PLNSOL,U.Y!顯示Z方向的位移云圖ESEL.S.MATlPLNSOL.S.EQV.O.l/postlPLNSOL.S.EQV.O,1PLNSOL.U.SUMANCNTRz10r05LCDEF八八八！扌H疋第1荷載步笫1子步為荷載紐1LCDEF,2.2八！描疋第2荷載步笫1子步為荷載紐2LCDEFQ門(mén)八！描定第2荷載步笫1子步為荷我紐3!荷載組數(shù)抑:操作：LCFACT,1八2!描疋第1荷載組縮放因子為2LCFACT,2.2.0!扌任疋第2荷