何庆详,沈祖炎. 结构地震行波效应分析综述[J]. 地震工程与工程振动,2009,29( 1) : 50-57. HE Qingxiang,SHEN Zuyan. Review of structural seismic analysis of travelling wave effects [J]. Journal of Earthquake Engineering and Engineering Vibration,2009,29 ( 1) : 50-57.
[2]
苏成,陈海滨. 多点激励下大跨度桥梁的地震反应[J]. 华南理工大学学报. 自然科学版,2008,36( 11) : 101-107. SU Cheng,CHEN Haibin. Seismic response of long-span bridge under multi-support excitation [J]. Journal of South China University of Technology: Natural Science Edition, 2008,36( 11) : 101-107.
ZHANG Nan,XIA He,ROECK G D E. Spectrum and sensitivity analysis of vehicle-bridge interaction system [C]/ / Proceedings of ISEV'2007. Taipei,2007: 357-362.
[5]
王福天. 车辆系统动力学[M]. 北京: 中国铁道出版社, 1994: 33-37. WANG Futian. Vehicle dynamics [M]. Beijing: China Railway Press,1994: 33-37.
[6]
CLOUGH R,PENZIEN J. Dynamics of structures [M]. 2nd ed. Berkeley: Computers and Structures,Inc. ,2003:
张辉,王连华,彭河星. 大跨度斜拉拱桥地震反应的行波效应[J]. 中外公路, 2008,28( 1) : 96-100. ZHANG Hui,WANG Lianhua,PENG Hexing. Travelling wave effects of long-span cable-stayed arch bridge under seismic loads [J]. Journal of China and Foreign Highway, 2008,28( 1) : 96-100.
[11]
王波,张海龙,武修雄,徐丰. 基于大质量法的高墩大跨连续刚构桥地震时程反应分析[J]. 桥梁建设,2006( 5) : 17-20. WANG Bo,ZHANG Hailong,WU Xiuxiong,XU Feng. Analysis of seismic time-history response of high-rise pier and long span continuous rigid-frame bridge based on great mass method [J]. Bridge Construction,2006( 5) : 17-20.
[12]
许春永,亓兴军,宋国富. 行波输入下大跨斜拉桥减震控制分析[J]. 工程抗震与加固改造,2008,30( 6) : 89-94. XU Chunyong,Qi Xingjun,SONG Guofu. Analysis of seismic response control for long-span cable-stayed bridge under traveling wave input [J]. Earthquake Resistant Engineering and Retrofitting,2008,30( 6) : 89-94.