Citation: | Huang Wei, Jiang Xiaoping, Zhang Chenghua, Chen Xin, Zhang Yin, Xu Qin. SEISMIC EVALUATION OF ECOLOGICAL COMPOSITE WALL STRUCTURE BASED ON IDA[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 1-5. doi: 10.13204/j.gyjz201208001 |
黄炜,陈国新,姚谦峰,等.密肋复合墙体在拟动力试验下的抗震性能研究[J].振动与冲击,2007,26(3):49-65.
|
[2] Bertero V V.Strength and Deformation Capacities of BuildingsUnder Extreme Environments[C]∥Structural Engineering andStructural Mechanics,Pister K S(ed.).Englewood:Prentice2Hall,1977:211-215.
|
[3] Nassar A A,Krawinkler H.Seismic Hazard for SDOF and MDOFSystems[R].Stanford:Stanford University.Blume EarthquakeEngineering Center,1991.
|
[4] FEMA.Recommended Seismic Evaluation and Upgrade Criteriafor Existing Welded Steel Moment2 f Rame Buildings[R].Washington D C:SAC Joint Venture,Federal EmergencyManagement Agency,2000.
|
[5] 曹炳政,罗奇峰,陈玉成,等.需求能力系数法及其在性能评估中的应用[J].华东交通大学学报,2004,21(1):12-18.
|
[6] 马千里,叶列平,陆新征,等.采用逐步增量弹塑性时程方法对RC框架结构推覆分析侧力模式的研究[J].建筑结构学报,2008,29(2):132-137.
|
[7] GB500112001建筑抗震设计规范[S].
|
[8] JGJ32002高层建筑混凝土结构技术规程[S].
|
[9] FEMA.NEHRP Guidelines for the Seismic Rehabilitation ofBuildings[R].Washington DC:SAC Joint Venture,FederalEmergency Management Agency,1997.
|
[10] Vamvat Sikos D,Cornell C A.Incremental Dynamic Analysis[J].Eart Hquake Engineering and St Ructural Dynamics,2002,31(3):491-502.
|
[11] 周颖,吕西林,卢文胜,等.双塔连体高层混合结构抗震性能研究[J].地震工程与工程振动,2008,28(5):71-75.
|
[12] 姚谦峰,张旭峰,黄炜.密肋复合墙体受力性能的宏模型静力弹塑性分析[J].世界地震工程,2008(4):111-116.
|
[13] 王爱民.中高层密肋壁板结构密肋复合墙体受力性能及设计方法研究[D].西安:西安建筑科技大学,2006.
|
[14] Vamvatskos D.Seismic Performance,Capacity and Reliability ofStructures as Seen Through Incremental Dynamic Analysis[D]Stanford CA:Stanford University,2002.
|
[15] Chopra A K.Dynamics of Structures:Theory and Applications toEarthquake Engineering[M].2nd ed.Englewood:Prentice2Hall,2005:101-103.
|