具体建筑地震直接经济损失估计研究的新进展
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摘要
简要介绍了具体建筑直接经济损失估计研究的发展历程以及第二代基于性能的地震工程框架下损失估计的最新研究成果,包括残余变形、损失分解、损失估计工具箱,指出现有研究成果仍需进一步完善,国内应开展更为细致的损失估计研究。
The paper introduces the development of the research on the direct economic damage estimation of the factual buildings,and the latest research result of the damage estimation based on the second generation earthquake engineering frame,including the residue transformation,the loss decomposition,the tool box for loss estimation,and points out the current research needs to be improved and much detailed loss estimation research be implemented in China.
The paper introduces the development of the research on the direct economic damage estimation of the factual buildings,and the latest research result of the damage estimation based on the second generation earthquake engineering frame,including the residue transformation,the loss decomposition,the tool box for loss estimation,and points out the current research needs to be improved and much detailed loss estimation research be implemented in China.
引文
[1]Structural Engineers Association of California.Vision 2000,Con-ceptual Frame work for Performance Based Seismic Engineeringof Buildings.SEAOC:Sacramento,CA,USA,1995.
[2]Applied Technology Council.ATC-40,Seismic evaluation and ret-ro Report No.SSC96-01,ATC:Redwood City,CA,U.S.A.,1996.
[3]Building Seismic Safety Council.FEMA273,Second Ballot Ver-sion NEHRP Guidelines for Seismic Rehabilitation of Build-ings.BSSC:Washington DC,U.S.A.,1997.
[4]J.P.Moehle.A Framework for Performance-Based EarthquakeEngineering.
[5]Cornell,C.A.,Krawinkler,H.Progress and challenges in seis-mic performance assessment.PEER Center News 3(2).
[6]Keith A.Porter.An Overview of PEER’s Performance-BasedEarthquake Engineering Methodology.Ninth International Con-ference on Applications of Statistics and Probability in Civil En-gineering(ICASP9)July 6-9,2003,San Francisco.
[7]Scholl,R.E.Seismic damage assessment for high-rise building:annual technical report.URS/John A.Blume&Associates,Inc.,San Francisco,CA,1979.
[8]Kustu,O.,Miller,D.D.,Brokken,S.T.Development of Dam-age Functions for High-rise Building Components.San Francis-co,CA:URS/John A.Blume&Associates,Inc,1982.
[9]Scholl,R.E.,Kustu,O.,Perry,C.L.,et al.Seismic DamageAssessment for High-rise Building.San Francisco,CA:URS/John A.Blume&Associates,Inc,1982.
[10]Gunturi S.,Shah,H.Building-specific Earthquake Damage Es-timation,Ph.D.Thesis.Stanford,CA:John A.Blume Earth-quake Engineering Center,Stanford University,1993.
[11]Singhal,A.,Kiremidjian,A.S.A method for earthquake mo-tion-damage relationships with application to reinforced con-crete frames.Report No.119,Stanford University,Stanford,CA,1996.
[12]Porter,K.A.,Kiremidjian,A.S.Assembly-based vulnerabilityof buildings and its uses in seismic performance evaluation andrisk management decision-making,Technical Report No.309.Stanford,CA,2001.
[13]Aslani,H.,MMiranda,E.Probabilistic Earthquake Loss Esti-mation and Loss Disaggregation in Buildings,Report No.157.Stanford,2005.
[14]Zareian,F.,Krawinkler,H.K.Simplified Performance-basedEarthquake Engineering.Stanford,CA:John A.Blume Earth-quake Engineering Center,Stanford University,2006.
[15]Mitrani Reiser J,Beck J.An ounce of prevention:probabilisticloss estimation for performance-based earthquake engineering[D].Pasadena,CA:Department of Civil Engineering and Ap-plied Mechanics,California Institute of Technology,2007.
[16]Ramirez,C.M.,Miranda,E.Building-specific loss estimationmethods&tools for simplified performance-based earthquakeengineering.Report No.157.Stanford,2009.
[17]Ruiz-Garcia J,Miranda E.Residual displacement ratios for as-sessment of existing structures[J].Earthquake Engineeringand Structural Dynamics,2006(35):315-335.
[18]MacRae G A,Kawashima K.Post-earthquake residual displace-ments of bilinear oscillators[J].Earthquake Engineering andStructural Dynamics,1997(26):701-716.
[19]Pampanin S,Christopoulos C,Priestley M J N.Residual de-formations in the performance-seismic assessment of framestructures[R].Research Report No.ROSE-2002/02.Pavia,It-aly:European School for Advanced Studies in Reduction ofSeismic Risk.
[2]Applied Technology Council.ATC-40,Seismic evaluation and ret-ro Report No.SSC96-01,ATC:Redwood City,CA,U.S.A.,1996.
[3]Building Seismic Safety Council.FEMA273,Second Ballot Ver-sion NEHRP Guidelines for Seismic Rehabilitation of Build-ings.BSSC:Washington DC,U.S.A.,1997.
[4]J.P.Moehle.A Framework for Performance-Based EarthquakeEngineering.
[5]Cornell,C.A.,Krawinkler,H.Progress and challenges in seis-mic performance assessment.PEER Center News 3(2).
[6]Keith A.Porter.An Overview of PEER’s Performance-BasedEarthquake Engineering Methodology.Ninth International Con-ference on Applications of Statistics and Probability in Civil En-gineering(ICASP9)July 6-9,2003,San Francisco.
[7]Scholl,R.E.Seismic damage assessment for high-rise building:annual technical report.URS/John A.Blume&Associates,Inc.,San Francisco,CA,1979.
[8]Kustu,O.,Miller,D.D.,Brokken,S.T.Development of Dam-age Functions for High-rise Building Components.San Francis-co,CA:URS/John A.Blume&Associates,Inc,1982.
[9]Scholl,R.E.,Kustu,O.,Perry,C.L.,et al.Seismic DamageAssessment for High-rise Building.San Francisco,CA:URS/John A.Blume&Associates,Inc,1982.
[10]Gunturi S.,Shah,H.Building-specific Earthquake Damage Es-timation,Ph.D.Thesis.Stanford,CA:John A.Blume Earth-quake Engineering Center,Stanford University,1993.
[11]Singhal,A.,Kiremidjian,A.S.A method for earthquake mo-tion-damage relationships with application to reinforced con-crete frames.Report No.119,Stanford University,Stanford,CA,1996.
[12]Porter,K.A.,Kiremidjian,A.S.Assembly-based vulnerabilityof buildings and its uses in seismic performance evaluation andrisk management decision-making,Technical Report No.309.Stanford,CA,2001.
[13]Aslani,H.,MMiranda,E.Probabilistic Earthquake Loss Esti-mation and Loss Disaggregation in Buildings,Report No.157.Stanford,2005.
[14]Zareian,F.,Krawinkler,H.K.Simplified Performance-basedEarthquake Engineering.Stanford,CA:John A.Blume Earth-quake Engineering Center,Stanford University,2006.
[15]Mitrani Reiser J,Beck J.An ounce of prevention:probabilisticloss estimation for performance-based earthquake engineering[D].Pasadena,CA:Department of Civil Engineering and Ap-plied Mechanics,California Institute of Technology,2007.
[16]Ramirez,C.M.,Miranda,E.Building-specific loss estimationmethods&tools for simplified performance-based earthquakeengineering.Report No.157.Stanford,2009.
[17]Ruiz-Garcia J,Miranda E.Residual displacement ratios for as-sessment of existing structures[J].Earthquake Engineeringand Structural Dynamics,2006(35):315-335.
[18]MacRae G A,Kawashima K.Post-earthquake residual displace-ments of bilinear oscillators[J].Earthquake Engineering andStructural Dynamics,1997(26):701-716.
[19]Pampanin S,Christopoulos C,Priestley M J N.Residual de-formations in the performance-seismic assessment of framestructures[R].Research Report No.ROSE-2002/02.Pavia,It-aly:European School for Advanced Studies in Reduction ofSeismic Risk.
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