谈基于性能的结构抗震设计
|
摘要
作为新一代结构抗震方法,基于性能的结构抗震设计(简称PBSD)目前还处于研究阶段,从PBSD的特点出发,对PBSD的核心内容地震水准、结构性能水平及设计计算方法进行了全面介绍。
As a new generation structural seicmic design method, perfprmance-baesd seismic design ((be called PBSD for short) is in the stage of research at present. From the features of PBSD, three main cotents of this method, such as the earthquake level, structural perfprmance level and design method, is comprehensively introduced in the paper.
As a new generation structural seicmic design method, perfprmance-baesd seismic design ((be called PBSD for short) is in the stage of research at present. From the features of PBSD, three main cotents of this method, such as the earthquake level, structural perfprmance level and design method, is comprehensively introduced in the paper.
引文
[1]张静怡,李春祥.抗震性能设计的发展[J].自然灾害学报,2004,13(5):128-135.
[2]SmithKG.Innovation in earthquake resistant concrete structure design philosophies:Acentury of progresssince Hennebique's patent[J].Engineering Structures,2001(23):72-81.
[3]门进杰,史庆轩,周琦.框架结构基于性能的抗震设防目标和性能指标的量化[J].土木工程学报,2008,41(9):76-82.
[4]FEMA.NEHRP.The Seismic Rehabilitation of Buildings.FEMA-356.Washington,D.C.Federal Emergency Management Agency[M].2000.
[5]Structural Enginers Association of California.SEAO CVersion 2000.Performance based seismicengineeringofbuildings.Vols.IandII:ConceptualFramework[M].Sacramento(CA),1995.
[6]李刚,程耿东.基于性能的结构抗震设计——理论、方法与应用[M].北京:科学出版社,2004.
[7](试用CECS160:2004(试用)建筑工程抗震性态设计通则[S].
[8]FEMA.NEHRP Recommended provisions for seismic regulations for new buildings and other structures.FEMA-450[M].Washington,D.C.FederalEmergencyManagementAgency,2004.
[9]CEN.European Prestandard Eurocode8:Design provisions for earthquake resistance of structures[M].Brussels,1998.
[10]GB50011-2001建筑抗震设计规范[S].
[11]ATC.Seismic evaluation and retrofit of existing concrete building.Report ATC-40[R].Redwood City:Applied Technology Council,1996.
[12]ChopraA.K,GoelRK.Amodal pushover analysis procedure for estimating seismic demands for building[J].Earthquake Engineering and Structural Dynamics,2002(31):561-582.
[2]SmithKG.Innovation in earthquake resistant concrete structure design philosophies:Acentury of progresssince Hennebique's patent[J].Engineering Structures,2001(23):72-81.
[3]门进杰,史庆轩,周琦.框架结构基于性能的抗震设防目标和性能指标的量化[J].土木工程学报,2008,41(9):76-82.
[4]FEMA.NEHRP.The Seismic Rehabilitation of Buildings.FEMA-356.Washington,D.C.Federal Emergency Management Agency[M].2000.
[5]Structural Enginers Association of California.SEAO CVersion 2000.Performance based seismicengineeringofbuildings.Vols.IandII:ConceptualFramework[M].Sacramento(CA),1995.
[6]李刚,程耿东.基于性能的结构抗震设计——理论、方法与应用[M].北京:科学出版社,2004.
[7](试用CECS160:2004(试用)建筑工程抗震性态设计通则[S].
[8]FEMA.NEHRP Recommended provisions for seismic regulations for new buildings and other structures.FEMA-450[M].Washington,D.C.FederalEmergencyManagementAgency,2004.
[9]CEN.European Prestandard Eurocode8:Design provisions for earthquake resistance of structures[M].Brussels,1998.
[10]GB50011-2001建筑抗震设计规范[S].
[11]ATC.Seismic evaluation and retrofit of existing concrete building.Report ATC-40[R].Redwood City:Applied Technology Council,1996.
[12]ChopraA.K,GoelRK.Amodal pushover analysis procedure for estimating seismic demands for building[J].Earthquake Engineering and Structural Dynamics,2002(31):561-582.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心