结构地震行波效应分析综述
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摘要
从时域和频域两个方面介绍了行波效应下结构地震响应的各种分析方法及各方法的优缺点和适用范围,后对桥梁结构、大跨空间结构、普通建筑结构、大坝结构、地下结构等各类结构体系在行波效应下的结构地震响应特征作了简要总结,阐述了国内外在行波效应研究中已取得的成果和结论,并对未来研究重点问题提出了自己的见解。
First the authors introduce the analysis methods of structural seismic response of travelling wave effects,advantages and disadvantages and the scopes of application of every method in the time domain and frequency domain.Then the characters of the seismic response of different structural systems under travelling wave are summarized,such as bridges,large-span spacial structures,ordinary buildings,dams,underground structures,etc.The results of travelling wave effects are reviewed,and the important problems in future researches are proposed.
First the authors introduce the analysis methods of structural seismic response of travelling wave effects,advantages and disadvantages and the scopes of application of every method in the time domain and frequency domain.Then the characters of the seismic response of different structural systems under travelling wave are summarized,such as bridges,large-span spacial structures,ordinary buildings,dams,underground structures,etc.The results of travelling wave effects are reviewed,and the important problems in future researches are proposed.
引文
[1]钟万勰.大跨度结构抗震设计的国内外近期发展及趋向[J].科技导报,2000(3):7-10.
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[33]侯鹏,彭世江.大跨度空间结构在地震行波效应作用下的响应[J].四川建筑,2003,23(5):49-50.
[34]丁阳,王波.大跨度空间网格结构在地震行波效应下的响应[J].地震工程与工程振动,2002,22(5):71-76.
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[40]孙建梅,叶继红,程文滚.多点输入反应谱方法的简化[J].东南大学学报:自然科学版,2003,33(5):647-651.
[41]张华忠,莫海鸿,刘春洋.大型梁式渡槽止水带纵轴向张开变位分析[J].广东土木与建筑,2003,(1):24-28
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[2]林家浩,张亚辉.随机振动的虚拟激励法[M].北京:科学出版社,2004.
[3]项海帆.斜张桥在行波效应作用下的地震反应分析[J].同济大学学报,1983,11(2):1-9.
[4]胡世德,范立础.江阴长江公路大桥纵向地震反应分析[J].同济大学学报,1994,22(4):433-438.
[5]魏琴,寿楠椿,周建春,等.三门峡黄河公路大桥抗震分析[J].桥梁建设,1994(3):22-29.
[6]刘洪兵,朱.大跨度连续梁桥在空间变化地震动下的响应[J].工程力学,1994(增刊):683-687.
[7]陈幼平,周宏业.斜拉桥地震反应特性[J].中国铁道科学,1996,17(1):1-8.
[8]陈幼平,周宏业.斜拉桥地震反应的行波效应[J].土木工程学报,1996,29(6):61-68.
[9]郑史雄,奚绍中,杨建忠.大跨度刚构桥的地震反应分析[J].西南交通大学学报,1997,32(6):586-592.
[10]郑史雄,周述华,丁桂保.大跨度钢管混凝土拱桥的地震反应性能[J].西南交通大学学报,1999,34(3):320-324.
[11]范立础,王君杰,陈玮.非一致地震激励下大跨度斜拉桥的响应特征[J].计算力学学报,2001,18(3):359-364.
[12]刘洪兵,朱.大跨度斜拉桥多支撑激励地震响应分析[J].土木工程学报,2001,34(6):38-44.
[13]向天宇,赵人达.大跨度拱在空间变化的非平稳随机地震动作用下的随机响应[J].中国公路学报,2001,14(1):39-41.
[14]张亚辉,林家浩.多点非均匀调制演变随机激励下结构地震响应[J].力学学报,2001,33(1):87-95.
[15]张亚辉,林家浩.香港青马桥抗震分析[J].应用力学学报,2002,19(3):25-30.
[16]刘春城,张哲,石磊.自锚式悬索桥的纵向地震反应研究[J].武汉理工大学学报:交通科学与工程版,2002,26(5):46-49.
[17]李忠献,史志利.行波激励下大跨度连续钢构桥的地震反应分析[J].地震工程与工程振动,2003,23(2):68-76.
[18]丁阳,岳增国,刘锡良.大跨度张弦梁结构的地震响应分析[J].地震工程与工程振动,2003,23,(5):163-168.
[19]史志利,周立志,李忠献.空间变化地震激励下大跨度桥梁地震反应分析[J].特种结构,2003,20(4):71-74.
[20]史志利,李忠献,陈平.大跨度斜拉桥多点激励地震反应分析[J].特种结构,2004,21(2):46-50.
[21]刘春城,张哲,石磊.多支承激励下自锚式悬索桥空间地震反应分析[J].哈尔滨工业大学学报,2004,36(11):1568-1570.
[22]卜一之,邵长江.大跨度悬索拱桥地震响应研究[J].桥梁建设,2004(6):7-9.
[23]李杰,李建华.多点激励下结构随机地震反应分析的反应谱方法[J].地震工程与工程振动,2004,24(3):21-29.
[24]张亚辉,赵岩,张春宇.大跨度桥梁抗震分析的空间效应[J].中国铁道科学,2002,23(6):90-94.
[25]楼梦麟,林皋.重力坝地震行波反应[J].水利学报,1984(5):26-32.
[26]楼梦麟,林皋.地震动空间相关性对水坝地震反应影响[J].水力水电学报,1984(2):39-46.
[27]王胜军,钟定锋.大跨拱与刚构组合桥梁的空间地震响应分析[J].四川建筑,2004,24(6):87-89.
[28]刘天云,刘光廷.拱坝地震动随机响应分析[J].工程力学,2000,17(6):20-25.
[29]吴健,金峰,徐艳杰.拱坝随机地震行波效应分析[J].水利水电科技进展,2005,25(4):9-12.
[30]林家浩,李建俊,张文首.大跨度结构考虑行波效应时非平稳随机地震响应[J].固体力学学报,1996,17(1):65-68.
[31]林家浩,张亚辉,赵岩.大跨度结构抗震分析方法及近期进展[J].力学进展,2001,31(3):350-360.
[32]张文首,林家浩.大跨度结构考虑行波效应时平稳随机地震响应的闭合解[J].固体力学学报,2004,25(4):446-450.
[33]侯鹏,彭世江.大跨度空间结构在地震行波效应作用下的响应[J].四川建筑,2003,23(5):49-50.
[34]丁阳,王波.大跨度空间网格结构在地震行波效应下的响应[J].地震工程与工程振动,2002,22(5):71-76.
[35]王波,李华,苏梅.地震动的空间变化对大跨度平板网架结构地震响应的影响[C]//第二届现代结构工程学术研讨会,工业建筑,2002(增刊):353-356.
[36]罗尧治,王荣.索穹顶结构动力特性及多位多点抗震性能研究[J].浙江大学学报:工学版,2005,39(1):39-45.
[37]楼梦麟,邸龙.地震行波激励下单层柱面网壳反应分析[J].结构工程师,2005,21(5):48-52.
[38]董贺勋,叶继红.多点输入下大跨空间网格结构的拟静力位移影响因素分析[J].东南大学学报:自然科学版,2005,35(4):574-579.
[39]刘先明,叶继红,李爱群.多点输入反应谱法的理论研究[J].土木工程学报,2005,38(3):17-22.
[40]孙建梅,叶继红,程文滚.多点输入反应谱方法的简化[J].东南大学学报:自然科学版,2003,33(5):647-651.
[41]张华忠,莫海鸿,刘春洋.大型梁式渡槽止水带纵轴向张开变位分析[J].广东土木与建筑,2003,(1):24-28
[42]陈健云,胡志强,林皋.超大型地下洞室群的随机地震响应分析[J].水利学报,2002(1):71-75.
[43]甘文水,侯忠良.地震行波效应下埋设管线的反应计算[J].地震工程与工程振动,1988,8(2):79-86.
[44]Kiureghian AD,Neuenhofer A.Response spectrum method for multi-support seismic excitations[J].Earthquake Engineering and Structural Dy-namics,1992,21:713-740.
[45]Heredia-Zavoni E,Vanmarcke E H.Seismic random-vibration analysis of multi-support structural systems[J].Journal of Engneering Mechan-ics,ASCE,1994,120(5):1107-1128.
[46]Kiureghian A D,Neuenhofer A.Discussion on“Seismic random-vibration analysis of multi-support structural systems”[J].Journal of Engineer-ing Mechanics,ASCE,1995,121(9):1037.
[47]Heredia-Zavoni E,Vanmarcke E H.Closure on the discussion on“seismic random-vibration analysis of multi-support structural systems”[J].Journal of Engineering Mechanics,ASCE,1995,121(9):1037-1038.
[48]Chin-Hsiung Lob,Bao-Ding Ku.An efficient analysis of structural response for multiple-support seismic excitations[J].Engineering Structure,1995,17(1):15-26.
[49]Paul Scott Nowak.Effect of nonuniform seismic Input on arch dams[R].Report No.EERL88-03,Univ.of California,Berkley,1988.
[50]Michele Maugeri,Ernesto Motta.The effect of traveling seismic waves on the dynamic response of earth dams[J].Soil Dynamics and EarthquakeEngineering.1993(12):61-72.
[51]Sugiyama T,Maeda K,Kaneko M.Traveling wave effects on a tall and marrowbuilding:observation and analysis[J].Computers and Geotech-nics,1990,9:307-324.
[52]Behnamfar F,Sugimura Y.Dynamic response of adjacent structures under spatially variable seismic waves[J].Probabilistic Engineering Mechan-ics,1999,14:33-44.
[53]Van Jeng,Kazuhiko Kasai.Spectral relative motion of two structures due to seismic travel waves[J].Journal of Structural Engineering.1996,122(10):1128-1135.
[54]George Mylonakis,Dimitri Papastamatiou,John Psycharis,et al.Simplified modeling of bridge response on soft soil to nonuniformseismic excitation[J].Journal of Bridge Engineering,2001,6(6):587-597.
[55]Javier Aviles,Martha Suarez,Francisco J,et al.Effects of wave passage on the relevant dynamic properties of structures with flexible foundation[J].Earthquake Engineering and Structural Dynamics,2002,31:139-159.
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