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1GUANGDONGARCHITECTURECIVILENGINEERING201011JAN2010No.11,6~1216.8m2,645139,12。6~7,3,45,139m。,。,。,1,,1。22.1《》3.3.1-2,I。2.2,。2.31,。2.4,5m,。2.5JGJ3-2002《》4.2.2-2B。33.1SATWE、ETABS,ETABS,。3.2《(510655):139m,,,。:;;DesignofOverrunStructureforHengdamingduXiaoZhe(GuangzhouHanhuaArchitects&EngineersLtdGuangzhou510655,China)Abstract:Thethesisaimstogivingthereferencefortheseismicdesignofsuperhigh-risebuildingthroughintrouducingtheoverloadedseismicdesignforaheightof139msuper-high-risebuilding,whichisbasedontherelevanttechnicalmeasurementandthecorrespondingcalculationresultsoftheanalysis.Keywords:superhigh-risebuilding;aseismicperformance;staticelastic-plastic62SATWEETABS(kN)X68846748Y76037369(kN·m)X596087590700Y602528614600T14.35464.4697T24.05143.7762T33.61490.844T3T10.83()X11014(22)1956(21)Y11088(32)1843(36)1,、,,,1800--1120,,,,,,,:JAN2010No.1201011》12,CQC。3.3ETABS,、,,。3.4、,“”。3.5,,,。3.6、,。3.7PKPMPushover,,,。4,,、,,,、、,“、、”。4.1,1,、,。、,SATWE,。,SATWE,,,,,SkRk,。,,,,SkRk,。,PKPM(Pushover),。4.2SATWE、PMSAP、ETABS,ETABS、SATWE,;ETABS。2。736~7XY(mm)76051811831268()1152(22)1235(22)(kN)2991333896.74.354.46JAN2010No.12010111(user1)2(TAF-2、VAH-2),,80%,65%。,,1CQC,CQC,CQC3。,CQC。,;,“,、”1。4.3“”(1.0,),(amax=0.08)、1(amax=0.16)、2(amax=0.20)、(amax=0.23),,。,,,,1,;2,(2.5%,),,。4.4(Pushover)⑴:Pushover,(、3),,。⑵:(),14119.8kN,1059.4kN·m,512.7kN,,。⑶:(),9178.6kN·m,3483.3kN,122cm2,2.48cm2,SATWE162cm215.7cm2,。⑷:Etabs,,0.95MPa,ftk=1.78MPa,;0.50.08=6.25,126.3kN,f10@200(552.2kN);0.22MPa,6.25,86.8kN,f10@200(929.3kN)。,,“,”。51、、、;“,”;“,”,“、、”,。[1]GB50011-2001[S][2]JGJ3-2002[S][3].[M].:,20058
本文标题:恒大名都项目结构超限设计
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