基于ANSYS的高层框架结构地震响应分析

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61ANSYS,(,611002)ANSYS,APDL,18,,,;ANSYS;APDL;;;TU35211+2A,,,,,,ANSYS,,ANSYS1-,3m,18,54m,1,111(m)E(MPa)111111C403125104014016C403125104015018C403125104013015C403125104013C403125104012C303100104012C3031001042211BEAM188,SHELL63BEAM188:Timoshenko,,,,,,,,BEAM188,,:SECTYPEID,;SECDATA;PUSSOL212ANSYSAPDL,,,:/prep7et,1,beam188!et,2,shell63!,mp,ex,1,3125e10!C40mp,prxy,1,012!mp,dens,1,2700!sectype,1,beam,rect!secdata,111,111k,5000,22,8,72!beam1883do,i,1,1021,60!l,i,i+603enddo2213,ANSYSLanczos6ANSYS,6(2)[]2007-12-05[],;,2820081290161226SETTIME/FREQLOADSTEPSUBSTEP111588211221565612331131713451422414561513215661647816,:Y,Z(34)3456X7331,,,,ANSYS,:ACELX.TXT;:ACELY.TXT:;,,,ANSYS,57,8,98UX-TIME9UY-TIME312,,,,,,,,,,4(1)ANSYS,,,(2)ANSYS,,51113:,,(3)ANSYS,[1]GB50011-2001[S].[2],.[J].,2006(3).[3],.-[J].,2005(6).[4],,,.[M].:,2000.[5],.ANSYS[M].:,2006.[6].ANSYS()[M].:,2007.[7],.ANSYS[M],6282008121.:200.011

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