林家浩,张亚辉,赵岩.大跨结构抗震分析方法及近期进展[J].力学进展,2001,33(3):350-360.LIN Jiao-hao,ZHANG Ya-hui,ZHAO Yan.Seismic analysis methods of long-span structures and recent advances[J].Advances In Mechanics,2001,33(3):350-360.(in Chinese)
[2]
袁万城.大跨桥梁空间非线性地震反应分析[D].上海:同济大学桥梁工程系,1990.YUAN Wan-cheng.Spatial nonlinear seismic analysis of long-span bridges[D].Shanghai:The Science of Bridge BuildingDepartment of Tongji University,1990.(in Chinese)
[3]
DUMANOGLU A A,BROWNJOHN J M W,SEVERN R T.Seismic analysis of the Fatih sultan mehmet(second Bosporus)suspension bridge[J].Earthquake Engineering and Structral Dynamics,1992,21(11):881-906.
[4]
苗家武,胡世德,范立础.大型桥梁多点激励效应的研究现状与发展[J].同济大学学报,1999,27(2):189-192.MIAO Jia-wu,HU Shi-de,FAN Li-Chu.State of art and development of study on seismic performance long span bridges undermultiple-support excitations[J].Journal of Tongji University,1999,27(2):189-192.(in Chinese)
[5]
NAZMY A S.Earthquake-response characteristics of long-span arch bridges[C]∥Proceedings of 11th World Conference onEarthquake Engineering.Amsterdam:Elsevier Science Ltd,1996.
[6]
樊珂,闫维明,李振宝,等.行波激励对千岛湖大桥地震响应的影响[J].工程抗震与加固改造,2008,30(1):69-77.FAN Ke,YAN Wei-ming,LI Zhen-bao,et al.The effect of traveling wave on seismic response of qiandaohu bridge[J].Earthquake Resistant Engineering and Retrofitting,2008,30(01):69-77.(in Chinese)
