土木工程动力易损性分析研究现状与展望
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摘要
今年以来环太平洋地区强震不断,地震是地壳板块释放能量的自然现象,随着印度洋板块不断的北移挤压欧亚板块,未来在我国中西部地区发生高强度地震的风险仍然较高,对此我们需要保持高度的警惕。因此如何评估这一地区未来可能的地震对该地区生命线工程造成的损伤风险,进而避免人民生命财产的损失,就是一个非常值得深入探讨并且非常紧迫的战略性课题。基于此本文总结和回顾了土木工程抗震易损性分析研究的历史和现状,并展望未来动力易损性的发展,这对于更好的发展我国的土木建筑工程意义深远。
There have happened several strong earthquakes in Pacific Rim regions recently.Earthquake is natural phenomenon of earth's crust release energy.With Indian plate moved to north continuously and squeezed to Asian plate,now people are still anxious that high risk of the same large earthquake in the region of West China is not decreased after two years.So how to evaluate reliability and vulnerability of the lifeline systems for future earthquake in the area and search reasonable design practice of seismic strengthening of these buildings are urgent mission.In view of this standpoint this article summarizes and respects inner and abroad seismic fragility research history and actuality,and forecasts future dynamic fragility in civil engineering.
There have happened several strong earthquakes in Pacific Rim regions recently.Earthquake is natural phenomenon of earth's crust release energy.With Indian plate moved to north continuously and squeezed to Asian plate,now people are still anxious that high risk of the same large earthquake in the region of West China is not decreased after two years.So how to evaluate reliability and vulnerability of the lifeline systems for future earthquake in the area and search reasonable design practice of seismic strengthening of these buildings are urgent mission.In view of this standpoint this article summarizes and respects inner and abroad seismic fragility research history and actuality,and forecasts future dynamic fragility in civil engineering.
引文
[1]GB50011-2001.工程抗震设计规范[S].
[2]朱健.钢筋混凝土易损性分析与地震风险研究[D].博士论文:西安建筑科技大学,2010.
[3]FEMA.HAZUS99 Technical Manual[S].Federal EmergencyManagement Agency.Washington,DC,U.S.A.1999.
[4]HAZUS-MH MR1.Multi-Hazard Loss Estimation Methodology:Earthquake Model[S].Department of Homeland Security,FEMA,Washington D.C,2003.
[5]张令心,江近仁.多层住宅砖房的地震易损性研究[J].地震工程与工程振动,2002,vol22～1.
[6]张令心,高淼,王瑞.按新旧规范设计的多层住宅砖房地震易损性的对比[J].地震工程与工程振动,2007,vol27～6.
[7]尹之潜,赵直.建筑物易损性和地震损失与地震加速度谱值的关系[J],地震工程与工程振动,2003,vol23～4.
[8]陶正如,陶夏新.基于地震动参数的建筑物震害预测[J].地震工程与工程振动,2004,vol24～2.
[9]吕大刚,李晓鹏,王光远.基于可靠度和性能的结构整体地震易损性分析[J],自然灾害学报,2006,vol15～2.
[10]Whitman,R.V.,Reed,J.W.and Hong,S.T.EarthquakeDamage Probability Matrices[J].Proceedings of the Fifth WorldConference on Earthquake Engineering,Rome,Italy,1973,12:2531～2540.
[11]Braga,F.,Dolce,M.and Liberatore,D.A Statistical Study onDamaged Buildings and an Ensuing Review of the MSK-76 Scale[J].Proceedings of the Seventh European Conference onEarthquake Engineering.Athens,Greece,1982.431～450.
[12]Corsanego,A.and Petrini,V.Seismic Vulnerability ofBuildings-Work in Progress[C].Proceedings of the Workshop IIon Seismic Risk Vulnerability and Risk Assessment,Trieste,Italy,1990,pp.577～598.
[13]Di Pasquale,G.Orsini,G.and Romeo,R.W.New Developmentsin Seismic Risk Assessment in Italy[J].Bulletin of EarthquakeEngineering,2005,Vol.3,No.1,pp.101～128.
[14]Dolce,M.,Masi,A.,Marino,M.and Vona,M.EarthquakeDamage Scenarios of the Building Stock of Potenza(SouthernItaly)Including Site Effects[J].Bulletin of EarthquakeEngineering,2003,Vol.1,No.1,pp.15～140.
[15]Giovinazzi,S.The Vulnerability Assessment and the DamageScenario in Seismic Risk Analysis[D].PhD Thesis,TechnicalUniversity Carolo-Wilhelmina at Braunschweig,Braunschweig,Germany and University of Florence,Florence,Italy.2005.
[16]JBDPA.Standard for Seismic Capacity Assessment of ExistingReinforced Concrete Buildings[S].Japanese Building DisasterPrevention Association,Ministry of Construction,Tokyo,Japan.1990.
[17]M.A.Erberik,Amr S.Elnashai,Fragilityanaly sis of flat-slabstructures[J].Engineering Structures,2004,26:937～948.
[18]T.Rossetto,Amr Elnashai,A new analytical procedure for thederivation of displacement-based vulnerability curves forpopulations of RC structures[J].Engineer Structures,2005,27:397～409.
[19]M.S.Kircil,Z.Polat,Fragility analysis of mid-rise R/C framebuildings[J].Engineering Structures,2006,28:1335～1345.
[20]B.Borzi,R.Pinho,H.Crowley,Simplified pushover-basedvulnerability analysis for large-scale assessment of RC buildings[J].Engineer Structures,2008,30:804～820.
[21]J.Enrique Martinez-Rueda,A.S.Elnashai,A novel techniquefor the retrofitting of reinforced concrete structures[J].Engineering Structures,Vol.17,No.5,pp.359～371,1995.
[22]Jun Ji,Amr S.Elnashai,Daniel A.Kuchma,An analyticalframework for seismic fragility analysis of RC high-rise buildings[J].Engineering Structures,2007,29:3197～3209.
[2]朱健.钢筋混凝土易损性分析与地震风险研究[D].博士论文:西安建筑科技大学,2010.
[3]FEMA.HAZUS99 Technical Manual[S].Federal EmergencyManagement Agency.Washington,DC,U.S.A.1999.
[4]HAZUS-MH MR1.Multi-Hazard Loss Estimation Methodology:Earthquake Model[S].Department of Homeland Security,FEMA,Washington D.C,2003.
[5]张令心,江近仁.多层住宅砖房的地震易损性研究[J].地震工程与工程振动,2002,vol22～1.
[6]张令心,高淼,王瑞.按新旧规范设计的多层住宅砖房地震易损性的对比[J].地震工程与工程振动,2007,vol27～6.
[7]尹之潜,赵直.建筑物易损性和地震损失与地震加速度谱值的关系[J],地震工程与工程振动,2003,vol23～4.
[8]陶正如,陶夏新.基于地震动参数的建筑物震害预测[J].地震工程与工程振动,2004,vol24～2.
[9]吕大刚,李晓鹏,王光远.基于可靠度和性能的结构整体地震易损性分析[J],自然灾害学报,2006,vol15～2.
[10]Whitman,R.V.,Reed,J.W.and Hong,S.T.EarthquakeDamage Probability Matrices[J].Proceedings of the Fifth WorldConference on Earthquake Engineering,Rome,Italy,1973,12:2531～2540.
[11]Braga,F.,Dolce,M.and Liberatore,D.A Statistical Study onDamaged Buildings and an Ensuing Review of the MSK-76 Scale[J].Proceedings of the Seventh European Conference onEarthquake Engineering.Athens,Greece,1982.431～450.
[12]Corsanego,A.and Petrini,V.Seismic Vulnerability ofBuildings-Work in Progress[C].Proceedings of the Workshop IIon Seismic Risk Vulnerability and Risk Assessment,Trieste,Italy,1990,pp.577～598.
[13]Di Pasquale,G.Orsini,G.and Romeo,R.W.New Developmentsin Seismic Risk Assessment in Italy[J].Bulletin of EarthquakeEngineering,2005,Vol.3,No.1,pp.101～128.
[14]Dolce,M.,Masi,A.,Marino,M.and Vona,M.EarthquakeDamage Scenarios of the Building Stock of Potenza(SouthernItaly)Including Site Effects[J].Bulletin of EarthquakeEngineering,2003,Vol.1,No.1,pp.15～140.
[15]Giovinazzi,S.The Vulnerability Assessment and the DamageScenario in Seismic Risk Analysis[D].PhD Thesis,TechnicalUniversity Carolo-Wilhelmina at Braunschweig,Braunschweig,Germany and University of Florence,Florence,Italy.2005.
[16]JBDPA.Standard for Seismic Capacity Assessment of ExistingReinforced Concrete Buildings[S].Japanese Building DisasterPrevention Association,Ministry of Construction,Tokyo,Japan.1990.
[17]M.A.Erberik,Amr S.Elnashai,Fragilityanaly sis of flat-slabstructures[J].Engineering Structures,2004,26:937～948.
[18]T.Rossetto,Amr Elnashai,A new analytical procedure for thederivation of displacement-based vulnerability curves forpopulations of RC structures[J].Engineer Structures,2005,27:397～409.
[19]M.S.Kircil,Z.Polat,Fragility analysis of mid-rise R/C framebuildings[J].Engineering Structures,2006,28:1335～1345.
[20]B.Borzi,R.Pinho,H.Crowley,Simplified pushover-basedvulnerability analysis for large-scale assessment of RC buildings[J].Engineer Structures,2008,30:804～820.
[21]J.Enrique Martinez-Rueda,A.S.Elnashai,A novel techniquefor the retrofitting of reinforced concrete structures[J].Engineering Structures,Vol.17,No.5,pp.359～371,1995.
[22]Jun Ji,Amr S.Elnashai,Daniel A.Kuchma,An analyticalframework for seismic fragility analysis of RC high-rise buildings[J].Engineering Structures,2007,29:3197～3209.
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