斜交桥抗震设计研究现状综述
摘要
文章首先简要介绍了斜交桥的震害,然后就斜交桥震害机理解释和抗震设计参数分析等综述了斜交桥抗震设计的研究现状,并总结了在这些方面所取得的成果和结论,最后就如何深入开展斜交桥抗震设计的研究进行了初步的探讨。
引文
[1]郑振飞，吴庆雄．斜、弯桥跨分布的广义梁格法[M]．北京：人民交通出版社，1998．
[2]夏淦，邵容光．斜梁结构分析[M]．南京：江苏科学技术出版社，1995．
[3]Jennings P C,ed.Engineering Features of the San Fernando Earthquake[R].Rep.No.EERL 71-02,California Institute of Technology.,Pasadena,Calif,1971.
[4]http://www.jsce-int.org/Report/report/kocaeli/kocaeli_chapS.pdf
[5]EERL.Loma Prieta Earthquake Reconnaissance Report[R]. Earthquake Spectra,1990(06):1-280.
[6]EERL.Northridge Earthquake Reconnaissance Report[R].Earthquake Spectra,1996(11):1-372.
[7]AASHTO.Standard Specifications for Highway Bridges[S].Division 1- A Seismic Design,Sixteen Edition,1996.
[8]TNZ.Bridge Manual[S].Amendment No 1:June 1995.
[9]CALTRANS.Seismic Design Criteria[S].Jury 1999.Vision 1.1.
[10]GBJ111-87，铁路工程抗震设计规范[S]．
[111 JTJ004-89，公路工程抗震设计规范[S]．
[12]Ghobarah A A,Tso W K.Seismic Analysis of Skewed Highway Bridges with Intermediate Supports [J].Earthquake Engrg.and Str(?)t. Dynamics,1974(02):235-248.
[13]Margakis E A,Jennings P C.Analytical Models for Rigid Body Motions of Skew Bridges [J].Earthquake Engrg.and Strct.Dynamies, 1987,15(02):923-944.
[14]Wakefield R R,Nazmy A S,Billington D P Analysis of Seismic Failure in Skew RC Bridge[J].J.Struct.Eng.,1991,117(03):972-986.
[15]Meng J Y,Lui E M.Refined Stick Model for Dynamic Analysis of Skew Highway Bridges [J].J.Bridge.Eng.,2002,7(03):184-194.
[16]Meng J Y,Lui E M.Seismic Analysis and Assessment uf a Skew Highway Bridge[J].Eng.Struct,2000,22(11):1433-1452.
[2]夏淦，邵容光．斜梁结构分析[M]．南京：江苏科学技术出版社，1995．
[3]Jennings P C,ed.Engineering Features of the San Fernando Earthquake[R].Rep.No.EERL 71-02,California Institute of Technology.,Pasadena,Calif,1971.
[4]http://www.jsce-int.org/Report/report/kocaeli/kocaeli_chapS.pdf
[5]EERL.Loma Prieta Earthquake Reconnaissance Report[R]. Earthquake Spectra,1990(06):1-280.
[6]EERL.Northridge Earthquake Reconnaissance Report[R].Earthquake Spectra,1996(11):1-372.
[7]AASHTO.Standard Specifications for Highway Bridges[S].Division 1- A Seismic Design,Sixteen Edition,1996.
[8]TNZ.Bridge Manual[S].Amendment No 1:June 1995.
[9]CALTRANS.Seismic Design Criteria[S].Jury 1999.Vision 1.1.
[10]GBJ111-87，铁路工程抗震设计规范[S]．
[111 JTJ004-89，公路工程抗震设计规范[S]．
[12]Ghobarah A A,Tso W K.Seismic Analysis of Skewed Highway Bridges with Intermediate Supports [J].Earthquake Engrg.and Str(?)t. Dynamics,1974(02):235-248.
[13]Margakis E A,Jennings P C.Analytical Models for Rigid Body Motions of Skew Bridges [J].Earthquake Engrg.and Strct.Dynamies, 1987,15(02):923-944.
[14]Wakefield R R,Nazmy A S,Billington D P Analysis of Seismic Failure in Skew RC Bridge[J].J.Struct.Eng.,1991,117(03):972-986.
[15]Meng J Y,Lui E M.Refined Stick Model for Dynamic Analysis of Skew Highway Bridges [J].J.Bridge.Eng.,2002,7(03):184-194.
[16]Meng J Y,Lui E M.Seismic Analysis and Assessment uf a Skew Highway Bridge[J].Eng.Struct,2000,22(11):1433-1452.
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