[J].地震工程与工程振动,1990,8(9):38-49.LIN Jia-hao.A Fast Algorithm for Power Spectra of Random Seismic Responses
[4]
[J].Earthquake Eng ineering and Vibration,1990,8(9):38-49.
[5]
LIN J H,ZHAO Y,ZHANG Y H.Accurate and Highly Efficient Algorithms for Structure Stationary.Non-stationary Random Responses
[6]
[J].Computer Methods in Applied Mechanics and Engineering,2001,191(1.2):103-114.
[7]
LIN J H,ZHANG Y H,LI Q S,et al.Seismic Spatial Effects for Long-span Bridges Using the Pseudo Excitation Method
[8]
[D].Chengdu:Southwest Jiaotong University,2001.
[9]
[M]上海:上海科学技术出版社,1980.LI Guo-hao.Dynamics of Earthquake Resistance of Engineering Structures
[10]
CLOUGH R W,PENZIEN J.Dynamics of Structures
[11]
[M].New York:McGraw.Hill Inc.,1993.
[12]
欧进萍,牛荻涛,杜修力设计用随机地震动的模型及其参数确定
[13]
[J].地震工程与工程振动,1993,11(3):45-53.OU Jin-ping,NIU Di-tao,DU Xiu-li.Random Earthquake Ground Motion Model and Its Parameter Determination Used in Aseismic Deisgn
[14]
[J].Earthquake engineering and vibration,1993,11(3):45-53.
[15]
范立础桥梁抗震
[16]
[M]上海:同济大学出版社,1997.FAN Li-chu.Earthquake Resistance of Bridge
[17]
[M].Shanghai:Tongji University Press,1997.
[18]
赵跃宇,吕建根,易壮鹏斜拉拱桥的力学性能及经济性能的研究
[19]
[J].世界桥梁,2005(1):29-32.ZHAO Yue-yu,LV Jian-gen,YI Zhuang-peng.Study of Mechanical Behavior and Economy of Cable-stayed Arch Bridge
[20]
[J].World Bridges,2005(1):29-32.
[21]
[J].公路交通科技,2007,24(3):56-58.ZHAO Yue-yu,LAO Wen-quan,FENG Rui,et al.Effects of Leaning Angle on Concrete-filled Steel Tube x Arch Bridge.s Mechanical Properties Analysis
[22]
[J].Journal of Highway and Transportation Research an Development,2007,24(3):56-58.
[23]
赵跃宇,杨相展,康厚军斜拉拱桥动力特性分析
[24]
[J].公路,2005(11):36-39.ZHAO Yue-yu,YANG Xiang-zhan,KANG Hou-jun.Analysis of Dynamic Characters for Cable-stayed Arch Bridge
[25]
[J].Highway,2005(11):36-39.
[26]
[J].Engineering Structures,2004,26:1207-1216.
[27]
赵灿晖大跨度钢管混凝土拱桥的地震响应研究
[28]
[D].成都:西南交通大学,2001.ZHAO Can-hui.Study of Seismic Response for long-span arch bridge
[29]
李国豪工程结构抗震动力学
[30]
[M].Shanghai:Shanghai Science and Technology Press,1980.