[1] HUANG Dongzhou. Dynamic and impact behavior of halfthrough arch bridges [J]. Journal of Bridge Engineering, 2005, 10(2): 133141.
[2]LEE SangYoul, YHIM SungSoon. Dynamic behavior of longspan box girder bridges subjected to moving loads: Numerical analysis and experimental verification [J]. International of Solids and Structures, 2005, 42(18/19): 50215035.
[3]LESLAW Kwasniewski, LI Hongyi, WEKEZER J, et al. Finite element analysis of vehiclebridge interaction [J]. Finite Elements in Analysis and Design, 2006, 42(11): 950959.
[4] 谢旭, 朱越峰, 申永刚. 大跨度钢索和CFRP索斜拉桥交通振动研究[J]. 工程力学, 2007, 24(增刊 Ⅰ): 5361.
XIE Xu, ZHU Yuefeng, SHEN Yonggang. Study on traffic vibration of longspan cablestayed bridge with steel and CFRP cables [J]. Engineering Mechanics, 2007, 24(Supplment I): 5361.
[5] 张之颖, 谭高铭, 吕西林. 环境激励下房屋建筑阻尼比的识别方法[J]. 西安建筑科技大学学报:自然科学版, 2007, 39(6): 767772.
ZHANG Zhiying, TAN Gaoming, LV Xilin, Study on the identification method of damping for the building under ambient excitation [J]. Journal of Xian University of Architecture & Technology: Natural Science Edition, 2007, 39(6): 767772.
[6] 王晓军, 邱志平, 武哲. 基于ARMA时序模型的结构参数识别集员算法[J]. 北京航空航天大学学报, 2007, 33(11): 13451348.
WANG Xiaojun, QIU Zhiping, WU Zhe. Setmembership algorithm for identification of structural parameters based on ARMA timeSeries mode [J]. Journal of Beijing University of Aeronautics, 2007, 33(11): 13451348.
[7] 曹树谦, 张文德, 萧龙翔. 振动结构模态分析[M]. 天津: 天津大学出版社, 2001.
[8] 张华智, 冯毅芳. 利用小波分析方法识别结构模态参数[J].四川建筑科学研究, 2007, 33(6): 2429.
ZHANG Huazhi, FENG Yifan. Identification of structural modal parameters by wavelet transformation [J]. Sichuan Building Science, 2007, 33(6): 2429.
[9] 李守巨, 刘迎曦, 王登刚. 基于遗传算法的结构振动参数识别方法[J]. 中国矿业大学学报:自然科学版, 2001, 30(3): 256260.
LI Shouju, LIU Yingxi, WANG Denggang. Identification procedures of structure vibration parameters based on genetic algorithm [J]. Journal of China University of Mining & Technology, 2001, 30(3): 256260.
[10]邓长华, 任建亭, 任兴民,等. 基于遗传算法的梁结构边界条件识别[J]. 机械科学与技术, 2007, 26(11): 14391441.
DENG Changhua, REN Jianting, REN Xingmin, et al. Boundary condition identification of beam structures by genetic algorithms [J]. Mechanical Science and Technology for Aerospace Engineering, 2007, 26(11): 14391441.
[11] 谢旭, 吴冬雁,王建峰,等. 伸缩缝车辆冲击引起的钢箱梁桥振动特性研究[J]. 浙江大学学报:工学版, 2009, 43(10): 19231930.
XIE Xu, WU Dongyan, WANG Jianfeng, et al. Dynamical response of steel continuous box girder bridges due to vehicleinduced vibration at expansion joint [J]. Journal of Zhejiang University: Engineering Science, 2009, 43(10): 19231930.
[12] TORRENCE C, COMPO G P.A practical guide to wavelet analysis [J]. Bulletin of the American Meteorological Society, 1998, 79(1): 6178.
[13] RUZZENE M, FASANA A, GARIALDI L, et al. Natural frequencies and damping identification using wavelet transform [J].Mechanical Systems and Signal Processing, 1997, 11(2): 207218. |