桥梁震后损伤的特点与识别方法的研究
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摘要
地震作为一种突发性的自然灾害,发生时间短、波及面积广、造成灾害程度严重。桥梁是交通生命线系统中重要的枢纽部分,世界多次大地震表明,桥梁是地震中较易受损伤的部分。近年来,我国几次较大的地震给我国的经济带来了巨大的损失,同时也对公路桥梁造成了重大损伤,通过对国内外近几年桥梁损伤识别方法的研究总结,针对不同重要性等级桥梁,确立快速识别桥梁震后损伤的有效方法,为震后桥梁损伤检测提供有力的理论依据。
As a kind of sudden natural disasters,earthquake occurrence time is short,spread wide,and disaster caused is serious.The bridge is an important part of the hub transport lifeline system.The world many earthquakes show that the bridge is easily damaged part.In recent years,the major earthquake in China has brought the huge loss to China's economy,but also caused significant damage to the highway bridge.Through the studies on the method of bridge damage identification at home and abroad in recent years,according to the different levels of importance of bridge,the paper establishes the effective identification method,providing theory evidence for earthquake damage detection of bridges.
As a kind of sudden natural disasters,earthquake occurrence time is short,spread wide,and disaster caused is serious.The bridge is an important part of the hub transport lifeline system.The world many earthquakes show that the bridge is easily damaged part.In recent years,the major earthquake in China has brought the huge loss to China's economy,but also caused significant damage to the highway bridge.Through the studies on the method of bridge damage identification at home and abroad in recent years,according to the different levels of importance of bridge,the paper establishes the effective identification method,providing theory evidence for earthquake damage detection of bridges.
引文
[1]姜绍飞.基于神经网络的结构优化与损伤检测[M].北京:科学出版社,2002.
[2]中华人民共和国标准.地震现场工作第三部分:调查规范(GB/T18208.3-2000).北京:中国标准出版社,2000.
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[4]久保庆三郎.桥梁的震害预测[J].国外地震工程,1984,4(5):8-11.
[5]Kubo K,Katayama T.A simple method for evaluating seismicsafety of existing bridge structures[A].Proceedings of 6th WorldConference on Earthquake Engineering[C].VolⅡ.Meerut:Publishedby Sarita Prakashan,1977.1951-1956.
[6]Kubo K.Quantitative evaluation of antiseismicity of bridge[A].Proceedings of 8th world Conference on Earthquake Engineering[C].VolⅦ.Englewood Cliffs:Prentice-Hall,Inc,1984.541-548.
[7]Kawashima K,Unjoh S and Iida H.日本公路桥的抗震鉴定和加固[J].杨海荣,郑琦译.国外桥梁,1997,(2):69-77.
[8]周神根,王天威,杨春环.铁路桥梁震害简易预测法[A].抗震防灾对策[C].开封:河南科学技术出版社,1988.276-283.
[9]朱美珍.公路桥梁的震害预测:中国建筑学会,中国地震学会第三届全国地震工程会议[Z].大连:1990:1797-1802.
[10]王天威,杨春环.铁路桥梁震害预测和抗震加固[J].铁道建筑199l,(8):4-9.
[11]王东升,翟桐,郭明珠.利用Push-over方法评价桥蘩的抗震安全性[J].世界地震工程,2000,16(2):47-51.
[12]王东升,冯启民.桥梁震害预测方法[J].自然灾害学报,200l,10(8):113-118.
[13]朱美珍.公路桥梁震害预测的实用方法.[J]同济大学学报,1994,22(03).
[14]Imbsen R A,Penzien J.Evaluation of Energy absorbingcharacteristics of highway bridges under seismic conditions[R].Rep.UBC/EERC一84-17.Univ.Cal.Berkley.
[15]王东升,翟桐,郭明珠.利用Pushover方法评价桥梁的抗震安全性[J].世界地震工程,2000,16(2):47-51.
[16]潘龙,孙利民,范立础.基于推倒分析的桥梁地震损伤评估模型与方法[J].同济大学学报,2001,29(1):10-14.
[17]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.
[18]孙振凯,邹其嘉.公路桥梁地震易损性和震后恢复过程[J].华南地震,1999,19(2):62-70.
[19]Shinozuka M,Feng M Q,Lee J,etc.(2000a).Statistical anal-ysis of fragility curves[J].Journal of Engineering Mechanics,ASCE.v01.126,no.12,December,2000,1224-1231.
[20]Gardoni P,Der Kiureghian A,Mosalam K M.ProbabilisticCapacity Models and Fragility Estimates for Reinforced ConcreteColumns based on Experimental Observations[J].Journal of Engi-neering Mechanics,2002,128(10):1024-1038.
[21]Mander J B and Basoz N.Seismic Fragility CurVe Theoryfor Highway Bridges[C].5th US Conference on Lifeline EarthquakeEngineering,Seattle,WA,USA,ASCE,1999.
[22]Choi,E,R DesRoches,R Nielson.Seismic fragility of typicalbridge5 in moderate seismic zones[J].Engineering Structures,2004,26(2):187-199.
[23]徐龙军,章倩.铁路桥梁地震震害预测[J].山东建筑工程学院学报,2003,18(1):27-31.
[24]刘勇生.桥梁结构抗震研究的文献综述[J].世界地震工程,1992,12(2):48-55.
[25]赵成刚,等.生命线地震工程[M].北京:地震出版社,1994:228.
[26]韩大建,杨炳尧,颜全胜.用人工神经网络方法评估桥梁缺损状况[J].华南理工大学学报(自然科学版),2004,32(9).
[27]刘兴业,王海超.人工神经元网络在公路工程震害预测方面的应用[J].地震工程与工程振动,1996,16(4):97-103.
[28]王永平,张宝银.桥梁使用性能模期评估专家系统[J].中国公路学报,1996,9(2):62-67.
[29]郭丰哲.既有钢筋混凝土桥梁的耐久性检测及评估研究[D].成都:西南交通大学,2005.
[30]王菁,高小旺.城市中内典型及重要钢筋砼梁式桥震害预测方法[J].工程抗震,1995(1):31-34.
[31]M.J.N.Priestley.桥梁抗震设计与加固[M].北京:人民交通出版社,1997.
[32]范立础.桥梁抗震[M].上海:同济大学出版社,1997.
[33]王东升.钢筋混凝土梁式桥地震破损研究[D].哈尔滨:中国地震局工程力学研究所,2002.
[2]中华人民共和国标准.地震现场工作第三部分:调查规范(GB/T18208.3-2000).北京:中国标准出版社,2000.
[3]Buckle I.G.,Kim S.H.A Vulnerability Assessment Model forHighway Bridges[A].Technical Council on Lifeline EarthquakeEngineering Monograph PhNo.6,Lifeline Earthquake Engineering,Proceedings of the Fourth U.S.Conference[C],American Society ofCivil Engineers,New York,1995:493-500.
[4]久保庆三郎.桥梁的震害预测[J].国外地震工程,1984,4(5):8-11.
[5]Kubo K,Katayama T.A simple method for evaluating seismicsafety of existing bridge structures[A].Proceedings of 6th WorldConference on Earthquake Engineering[C].VolⅡ.Meerut:Publishedby Sarita Prakashan,1977.1951-1956.
[6]Kubo K.Quantitative evaluation of antiseismicity of bridge[A].Proceedings of 8th world Conference on Earthquake Engineering[C].VolⅦ.Englewood Cliffs:Prentice-Hall,Inc,1984.541-548.
[7]Kawashima K,Unjoh S and Iida H.日本公路桥的抗震鉴定和加固[J].杨海荣,郑琦译.国外桥梁,1997,(2):69-77.
[8]周神根,王天威,杨春环.铁路桥梁震害简易预测法[A].抗震防灾对策[C].开封:河南科学技术出版社,1988.276-283.
[9]朱美珍.公路桥梁的震害预测:中国建筑学会,中国地震学会第三届全国地震工程会议[Z].大连:1990:1797-1802.
[10]王天威,杨春环.铁路桥梁震害预测和抗震加固[J].铁道建筑199l,(8):4-9.
[11]王东升,翟桐,郭明珠.利用Push-over方法评价桥蘩的抗震安全性[J].世界地震工程,2000,16(2):47-51.
[12]王东升,冯启民.桥梁震害预测方法[J].自然灾害学报,200l,10(8):113-118.
[13]朱美珍.公路桥梁震害预测的实用方法.[J]同济大学学报,1994,22(03).
[14]Imbsen R A,Penzien J.Evaluation of Energy absorbingcharacteristics of highway bridges under seismic conditions[R].Rep.UBC/EERC一84-17.Univ.Cal.Berkley.
[15]王东升,翟桐,郭明珠.利用Pushover方法评价桥梁的抗震安全性[J].世界地震工程,2000,16(2):47-51.
[16]潘龙,孙利民,范立础.基于推倒分析的桥梁地震损伤评估模型与方法[J].同济大学学报,2001,29(1):10-14.
[17]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.
[18]孙振凯,邹其嘉.公路桥梁地震易损性和震后恢复过程[J].华南地震,1999,19(2):62-70.
[19]Shinozuka M,Feng M Q,Lee J,etc.(2000a).Statistical anal-ysis of fragility curves[J].Journal of Engineering Mechanics,ASCE.v01.126,no.12,December,2000,1224-1231.
[20]Gardoni P,Der Kiureghian A,Mosalam K M.ProbabilisticCapacity Models and Fragility Estimates for Reinforced ConcreteColumns based on Experimental Observations[J].Journal of Engi-neering Mechanics,2002,128(10):1024-1038.
[21]Mander J B and Basoz N.Seismic Fragility CurVe Theoryfor Highway Bridges[C].5th US Conference on Lifeline EarthquakeEngineering,Seattle,WA,USA,ASCE,1999.
[22]Choi,E,R DesRoches,R Nielson.Seismic fragility of typicalbridge5 in moderate seismic zones[J].Engineering Structures,2004,26(2):187-199.
[23]徐龙军,章倩.铁路桥梁地震震害预测[J].山东建筑工程学院学报,2003,18(1):27-31.
[24]刘勇生.桥梁结构抗震研究的文献综述[J].世界地震工程,1992,12(2):48-55.
[25]赵成刚,等.生命线地震工程[M].北京:地震出版社,1994:228.
[26]韩大建,杨炳尧,颜全胜.用人工神经网络方法评估桥梁缺损状况[J].华南理工大学学报(自然科学版),2004,32(9).
[27]刘兴业,王海超.人工神经元网络在公路工程震害预测方面的应用[J].地震工程与工程振动,1996,16(4):97-103.
[28]王永平,张宝银.桥梁使用性能模期评估专家系统[J].中国公路学报,1996,9(2):62-67.
[29]郭丰哲.既有钢筋混凝土桥梁的耐久性检测及评估研究[D].成都:西南交通大学,2005.
[30]王菁,高小旺.城市中内典型及重要钢筋砼梁式桥震害预测方法[J].工程抗震,1995(1):31-34.
[31]M.J.N.Priestley.桥梁抗震设计与加固[M].北京:人民交通出版社,1997.
[32]范立础.桥梁抗震[M].上海:同济大学出版社,1997.
[33]王东升.钢筋混凝土梁式桥地震破损研究[D].哈尔滨:中国地震局工程力学研究所,2002.
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