建筑结构地震易损性曲线的应用研究
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摘要
总结了地震作用下钢筋混凝土建筑结构易损性曲线的的分类、建立方法及其基本步骤,并且讨论了对于地震易损性曲线影响显著的各种不确定性因素,及其对于地震易损性曲线的影响。
引文
[1]Lee,T.-H.and K.M.Mosalam.Probabilistic seismic evaluation of reinforced concrete structural components and systems[R].Pacific Earthquake Engineering Research Center College of Engineering University of California,Berkeley.PEER Report2006/04.
[2]Orsini,G.A model for bulidings’vulnerability assessment using the parameterless scale of seismic intesity(PSI)[J].Earthq Spec1999;15(3):463-483.
[3]张菊辉,胡世德.桥梁地震易损性分析的研究现状[J].结构工程师,2005,21(5):76-80.
[4]ATC-13.Earthquake damage evaluation data for California[J].Redwood city(Palo Alto,California):Applied Technology Council;1985.
[5]Kappos A,Pitilakis K,Stylianidis K,Morfidis K,Asimakopoulos D.Cost-benefit analysis for the seismic rehabilitation of buildings in Thessaloniki,based on a hybrid method of vulnerability assessment.In:Proceedings of the fifth international conference on seismic zonation,vol.I,Nantes(France):Ouset edition;1995.P.406-413.
[6]Mosalam KM,Ayala G,White RN,Roth C.Seismic fragility of LRC frames with and without masonry infill walls[J].J Earthq Eng1997;1(4):693-720.
[7]Bryant G.Nielson and Reginald DesRoches.Seismic fragility methodology of highway bridges[C].Structure Congress2006:Structural Engineering and Public Safety.
[2]Orsini,G.A model for bulidings’vulnerability assessment using the parameterless scale of seismic intesity(PSI)[J].Earthq Spec1999;15(3):463-483.
[3]张菊辉,胡世德.桥梁地震易损性分析的研究现状[J].结构工程师,2005,21(5):76-80.
[4]ATC-13.Earthquake damage evaluation data for California[J].Redwood city(Palo Alto,California):Applied Technology Council;1985.
[5]Kappos A,Pitilakis K,Stylianidis K,Morfidis K,Asimakopoulos D.Cost-benefit analysis for the seismic rehabilitation of buildings in Thessaloniki,based on a hybrid method of vulnerability assessment.In:Proceedings of the fifth international conference on seismic zonation,vol.I,Nantes(France):Ouset edition;1995.P.406-413.
[6]Mosalam KM,Ayala G,White RN,Roth C.Seismic fragility of LRC frames with and without masonry infill walls[J].J Earthq Eng1997;1(4):693-720.
[7]Bryant G.Nielson and Reginald DesRoches.Seismic fragility methodology of highway bridges[C].Structure Congress2006:Structural Engineering and Public Safety.
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