Citation: | HAN Wan-shui, WANG Tao, LI Yong-qing, LI Yan-wei, HUANG Ping-ming. Practical updating method of finite element model for long-span steel truss suspension bridge[J]. Journal of Traffic and Transportation Engineering, 2011, 11(5): 18-27. doi: 10.19818/j.cnki.1671-1637.2011.05.004 |
[1] |
刘健新, 李加武. 中国西部地区桥梁风工程研究[J]. 建筑科学与工程学报, 2005, 22 (4): 32-39. doi: 10.3321/j.issn:1673-2049.2005.04.007
LI UJian-xin, LI Jia-wu. Study of wind project of bridge inwestern area of China[J]. Journal of Architecture and Civil Engineering, 2005, 22 (4): 32-39. (in Chinese) doi: 10.3321/j.issn:1673-2049.2005.04.007
|
[2] |
李兆霞, 李爱群, 陈鸿天, 等. 大跨桥梁结构以健康监测和状态评估为目标的有限元模拟[J]. 东南大学学报: 自然科学版, 2003, 33 (5): 562-572. doi: 10.3321/j.issn:1001-0505.2003.05.007
LI Zhao-xia, LI Ai-qun, CHEN Hong-tian, et al. Finite element modeling for health monitoring and condition assessment of long-span bridges[J]. Journal of Southeast University: Natural Science Edition, 2003, 33 (5): 562-572. (in Chinese) doi: 10.3321/j.issn:1001-0505.2003.05.007
|
[3] |
宗周红, 夏樟华. 联合模态柔度和静力位移的桥梁有限元模型修正方法[J]. 中国公路学报, 2008, 21 (6): 43-49. doi: 10.3321/j.issn:1001-7372.2008.06.008
ZONG Zhou-hong, XIA Zhang-hua. Finite element model updating method of bridge combined modal flexibility and static displacement[J]. China Journal of Highway and Transport, 2008, 21 (6): 43-49. (in Chinese) doi: 10.3321/j.issn:1001-7372.2008.06.008
|
[4] |
任伟新, 陈华斌. 基于响应面的桥梁有限元模型修正[J]. 土木工程学报, 2008, 41 (12): 73-78. doi: 10.3321/j.issn:1000-131X.2008.12.012
REN Wei-xin, CHEN Hua-bin. Response-surface based onfinite element model updating of bridge structures[J]. ChinaCivil Engineering Journal, 2008, 41 (12): 73-78. (in Chinese) doi: 10.3321/j.issn:1000-131X.2008.12.012
|
[5] |
JAISHI B, REN Wei-xin. Structural finite element model updating using ambient vibration test results[J]. Journal of Structural Engineering, 2005, 131 (4): 617-628. doi: 10.1061/(ASCE)0733-9445(2005)131:4(617)
|
[6] |
ESTES A C, ASCE M, FRANGOPOL D M, et al. Updating bridge reliability based on bridge management systems visualin spection results[J]. Journal of Bridge Engineering, 2003, 8 (6): 374-382. doi: 10.1061/(ASCE)1084-0702(2003)8:6(374)
|
[7] |
BROWNJOHNJ M W, MOYO P, DMENZETTER P, et al. Assessment of highway bridge upgrading by dynamic testing and finite-element model updating[J]. Journal of Bridge Engineering, 2003, 8 (3): 162-172. doi: 10.1061/(ASCE)1084-0702(2003)8:3(162)
|
[8] |
BROWNJOHNJ M W, XI A Pin-qi. Dynamic assessment ofcurved cable-stayed bridge by model updating[J]. Journal of Structural Engineering, 2000, 126 (2): 252-260. doi: 10.1061/(ASCE)0733-9445(2000)126:2(252)
|
[9] |
ZHANG Q W, CHANG T Y P, CHANG C C. Finite-elementmodel updating for the Kap Shui Mun Cable-Stayed Bridge[J]. Journal of Bridge Engineering, 2001, 6 (4): 285-293.
|
[10] |
姚昌荣, 李亚东. 基于静动力测试数据的斜拉桥模型修正[J]. 铁道学报, 2008, 30 (3): 65-70. https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB200803014.htm
YAO Chang-rong, LI Ya-dong. Updating of cable-stayed bridges model based on static and dynamictest data[J]. Journal of the China Railway Society, 2008, 30 (3): 65-70. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB200803014.htm
|
[11] |
郭彤, 李爱群, 费庆国, 等. 零阶与一阶优化算法在悬索桥模型修正中的应用对比分析[J]. 振动与冲击, 2007, 26 (4): 35-38, 68, 167-168. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ200704008.htm
GUO Tong, LI Ai-qun, FEI Qing-guo, et al. Application comparison between zero-order and first-order optimization methods in model updating of suspension bridges[J]. Journal of Vibration and Shock, 2007, 26 (4): 35-38, 68, 167-168. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ200704008.htm
|
[12] |
李枝军, 李爱群, 韩晓林. 润扬大桥悬索桥动力特性分析与实测变异性研究[J]. 土木工程学报, 2010, 43 (4): 92-98. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201004017.htm
LI Zhi-jun, LI Ai-qun, HAN Xiao-lin. Dynamic analysis and experimental study of variations of the dynamic parameters of the Runyang Suspension Bridge[J]. China Civil Engineering Journal, 2010, 43 (4): 92-98. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201004017.htm
|
[13] |
李永庆. 基于静动力有限元模型修正的梁格法车桥耦合振动程序开发及试验验证[D]. 西安: 长安大学, 2010.
LI Yong-qing. Programdevelopment and experi mental validation of vehicle-bridge coupling vibration with grillage method based on static and dynamic finite element model updating[D]. Xian: Changan University, 2010. (in Chinese)
|