结构不等高嵌固工程计算分析

4010201010孙柏锋1,李海山2,钟阳2(1,650041;2,650041)[],,,,,[];;CalculationandanalysisofatypicalstructurewithvariedsolidendsSunBaifeng1,LiHaishan2,ZhongYang2(1KunmingHengfengArchitectureEngineeringDesignCo.,Ltd.,Kunming650041,China;2YunnanArchitectureDesignInstitute,Kunming650041,China)Abstract:Thesolidendofthestructureisthestartingpointofseismicdesign,andthestructurewithvariedsolidendsisapuzzledproblemforengineers.Basedonarareandtypicalproject,throughthecomparisonandanalysisofdifferentcalculationmethods,thesuggestionsweregiventodesign.Keywords:variedsolidend;seismicdesign;declininghorizon:,,,Email:[e-mail]1,8m2,,197063~204458m,7395m,8(02g),,,,,1,21221SATWE,,,,20m,,,!(GB50011∀2001)[1]()2,,28m,,,,[2,3],,:(3),,,,6234SATWEETABS,#39∃#∃,,,22SATWEETABS,,22110,4,SATWEETABS1Y,2X,3,5222()5,6~8,,5,,SATWE,,EATBS,5,,,SATWE,,,,23ETABS,(,),6ETABS7ETABS6,7,,,24,,,,6~8,3~5,1~2,,ETABSSATWE,,,1,,6~8,,,3~5,5,3,4,;1,2,2,1,,,SATWEETABS,,,25ETABS,PK,(1~8,8)2,3:1),63kN1SATWEETABS12XYXYXYXYXYXY8212551602519603145951609314500192861297319526135961830113689173773028865358322741330156263643357323907358972721933208258364994038085479963656143327350694816834235496033736947032355575372022562934536239283487023150316752093233005186163318320899246218450863363744315435923414313114038759339923702933685390733754036326333330412573109439554280843929031836331493033837331323814931222344462881828570236192972925661369482826331749258471545554516733564362973049133562276303056534225421713078235432;2),,ETABSPK;,PKkN2PKETABS()ETABS()PKETABS()ETABS()851255145560448035036147925738033848137407329192622829288665756791465458255485512154644563006472062277148695019347604kN%m3PKETABS()ETABS()85030239085545262815044229917260213286263615554221013253612831061779212462978104115134410529136511814114210104411779797116810568119194433144747291404527313804707233453253365925244534211282475110685238113847553#,∃,#,∃,,,,#∃#∃:,,,,,;,,,,,,#,∃,,1(6~8),2(3~5),3(1~2),,88,3,1,2,,31,221,3,1,21,312,3,13,13,3,1,3,3X,99,ETABS649ETABS(6),2,3,,#,∃,1~3,,,,4,,:(1),#∃,(2),,#,∃(3),,,ETABS(4)623:#,,15,125,115∃,,,(5),(6),致谢:本文得到云南省土木建筑学会建筑结构专业委员会多位专家的帮助指导,特此表示感谢![1]GB50011∀2001[S].2008.:,2008.[2],SD.[M].,,,.2.:,1999.[3]C,R.[M].,,.:,1987.(29),,,,,,,600&4000,q=8kNm296m,,,,,6(1),(2),,,,,(3),,(4),,,[1],,,.[M].:,2005.[2]JGJ3∀2002[S].:,2002.[3],,.CAD[M].:,2004.[4].(024)[R].2006.[5],,.PKPMCAD[M].:,2008.[6],,,.[J].,2008,38(9):5257.[7]GB50017∀2003[S].:,2003.65