剪力墙直接基于位移的抗震设计
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摘要
结合国内外地震设防水准和结构抗震性能目标,对基于性能的抗震设计理论进行了分析介绍,进而提出了一种剪力墙直接基于位移的抗震设计方法并作了具体阐述,为设计人员提供了一定的指导。
Combining the seismic fortification level and the structural anti-seismic performance at home and abroad,the paper analyzes and introduces the anti-seismic design theory based on the performance,points out the shearing wall is based on the anti-seismic design methods directly,and undertakes the factual illustration,so as to provide certain direction for the design personnels.
引文
[1]GB50011-2001,建筑抗震设计规范[S].
    [2]FEMA273.NEHRP Guidelines for the Seismic Rehabilitation ofBuildings[Z].Washington DC:Federal Emergency ManagementAgency,ASCE,1997.
    [3]SEAOC.Performance-Based Seismic Engineering of Buildings[R].Vision 2000 Committee.Sacramento:Structural Engineers Associa-tion of Cali-Fornia,1995.
    [4]GB50011-2010,建筑抗震设计规范[S].
    [5]Shibata A,Sozen M A.Substitute structure method for seismicdesign in reinforced concrete[J].Journal of the Structural Divi-sion,ASCE,1976,102(21):1-18.
    [6]G.U.lkan P,Sozen M A.Inelastic response of reinforced concretestructures to earthquake motions[J].ACI Journal,1974(71):604-610.

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