Citation: | WANG Yawei, ZHU Jin, ZHENG Kaifeng, SU Yonghua, GUO Hui, LI Yongle. Coupled Vibration Analysis of Earthquake-Wind-Vehicle-Bridge for Long-Span Bridges Considering Scouring Effect[J]. Journal of Southwest Jiaotong University, 2024, 59(2): 323-331. doi: 10.3969/j.issn.0258-2724.20220091 |
In order to study the influence of the scouring effect on the dynamic response of long-span bridges under the combined action of earthquake and wind, based on the established coupled vibration analysis model of earthquake-wind-vehicle-bridge, the
[1] |
WARDHANA K, HADIPRIONO F C. Analysis of recent bridge failures in the United States[J]. Journal of Performance of Constructed Facilities, 2003, 17(3): 144-150. doi: 10.1061/(ASCE)0887-3828(2003)17:3(144)
|
[2] |
DIAZ E E M, MORENO F N, MOHAMMADI J. Investigation of common causes of bridge collapse in Colombia[J]. Practice Periodical on Structural Design and Construction, 2009, 14(4): 194-200. doi: 10.1061/(ASCE)SC.1943-5576.0000006
|
[3] |
易仁彦,周瑞峰,黄茜. 近15年国内桥梁坍塌事故的原因和风险分析[J]. 交通科技,2015(5): 61-64.
YI Renyan, ZHOU Ruifeng, HUANG Qian. Reason and risk of bridge collapse in recent 15 years[J]. Transportation Science & Technology, 2015(5): 61-64.
|
[4] |
商宇,叶爱君,王晓伟. 冲刷条件下的桩基桥梁振动台试验[J]. 中国公路学报,2017,30(12): 280-289.
SHANG Yu, YE Aijun, WANG Xiaowei. Shake table test of pile supported bridge under scour condition[J]. China Journal of Highway and Transport, 2017, 30(12): 280-289.
|
[5] |
梁发云,王琛,贾承岳,等. 冲刷深度对简支桥模态参数影响的模型试验[J]. 振动与冲击,2016,35(14): 145-150.
LIANG Fayun, WANG Chen, JIA Chengyue, et al. Model test on the influence of scour depth on modal parameters of simply supported bridge[J]. Journal of Vibration and Shock, 2016, 35(14): 145-150.
|
[6] |
熊文,邹晨,叶见曙. 基于动力特性识别的桥墩冲刷状态分析[J]. 中国公路学报,2017,30(5): 89-96.
XIONG Wen, ZOU Chen, YE Jianshu. Condition assessment of bridge scour by tracing dynamic performances of bridges[J]. China Journal of Highway and Transport, 2017, 30(5): 89-96.
|
[7] |
CHEN C C, WU W H, SHIH F, et al. Scour evaluation for foundation of a cable-stayed bridge based on ambient vibration measurements of superstructure[J]. NDT & E International, 2014, 66: 16-27.
|
[8] |
BAO T, LIU Z L, BIRD K. Influence of soil characteristics on natural frequency-based bridge scour detection[J]. Journal of Sound and Vibration, 2019, 446: 195-210. doi: 10.1016/j.jsv.2019.01.040
|
[9] |
MALEKJAFARIAN A, PRENDERGAST L J, OBRIEN E. Use of mode shape ratios for pier scour monitoring in two-span integral bridges under changing environmental conditions[J]. Canadian Journal of Civil Engineering, 2020, 47(8): 962-973. doi: 10.1139/cjce-2018-0800
|
[10] |
KHAN M A, MCCRUM D P, PRENDERGAST L J, et al. Laboratory investigation of a bridge scour monitoring method using decentralized modal analysis[J]. Structural Health Monitoring, 2021, 20(6): 3327-3341. doi: 10.1177/1475921720985122
|
[11] |
李克冰,张楠,方翔宇,等. 考虑河流冲刷作用的车桥耦合系统动力分析[J]. 振动与冲击,2014,33(19): 40-47,73.
LI Kebing, ZHANG Nan, FANG Xiangyu, et al. Dynamic analysis of a vehicle-bridge coupled system considering river scouring[J]. Journal of Vibration and Shock, 2014, 33(19): 40-47,73.
|
[12] |
KONG X, CAI C S. Scour effect on bridge and vehicle responses under bridge-vehicle-wave interaction[J]. Journal of Bridge Engineering, 2016, 21(4): 04015083.1-04015083.16. doi: 10.1061/(ASCE)BE.1943-5592.0000868
|
[13] |
WANG Z H, DUEÑAS -OSORIO L, PADGETT J E. Influence of scour effects on the seismic response of reinforced concrete bridges[J]. Engineering Structures, 2014, 76: 202-214. doi: 10.1016/j.engstruct.2014.06.026
|
[14] |
杨婷婷,李岩,林雪琦. 基于车辆制动激励和小波包能量分析的连续梁桥基础冲刷识别方法[J]. 中国公路学报,2021,34(4): 51-60.
YANG Tingting, LI Yan, LIN Xueqi. Foundation scour identification method based on vehicle braking excitation and wavelet packet energy analysis for continuous beam bridges[J]. China Journal of Highway and Transport, 2021, 34(4): 51-60.
|
[15] |
李岩,张振浩,林国伟,等. 基础冲刷对多种车激作用下桥梁动力行为的影响[J]. 哈尔滨工业大学学报,2021,53(9): 17-25.
LI Yan, ZHANG Zhenhao, LIN Guowei, et al. Scour effect on dynamic performance of bridges under excitations of vehicles with various driving conditions[J]. Journal of Harbin Institute of Technology, 2021, 53(9): 17-25.
|
[16] |
WEI K, HE H F, ZHANG J R, et al. An endurance time method-based fragility analysis framework for cable stayed bridge systems under scour and earthquake[J]. Ocean Engineering, 2021, 232: 109128.1-109128.12. doi: 10.1016/j.oceaneng.2021.109128
|
[17] |
REESE L C. LPILE Plus 3.0: A program for the analysis of piles and drilled shafts under lateral loads[CP]. Austin: Ensoft, 1997.
|
[18] |
LI W, IGOE D, GAVIN K. Evaluation of CPT-based p-y models for laterally loaded piles in siliceous sand[J]. Géotechnique Letters, 2014, 4(2): 110-117.
|
[19] |
YANG K J, LI Q X, WANG F Y. Behavior of pile groups under lateral load[J]. China Ocean Engineering, 1991, 5(2): 235-244.
|
[20] |
谢耀峰. 横向承载群桩性状及承载力研究[J]. 岩土工程学报,1996,18(6): 39-45.
XIE Yaofeng. Behavior and bearing capacity of laterally loaded pile groups[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(6): 39-45.
|
[21] |
ZHU J, ZHANG W, WU M X. Coupled dynamic analysis of the vehicle-bridge-wind-wave system[J]. Journal of Bridge Engineering, 2018, 23(8): 04018054.1-04018054.17.
|
[22] |
BAKER C J. A simplified analysis of various types of wind-induced road vehicle accidents[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1986, 22(1): 69-85. doi: 10.1016/0167-6105(86)90012-7
|
[23] |
LI Y L, QIANG S Z, LIAO H L, et al. Dynamics of wind-rail vehicle-bridge systems[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2005, 93: 483-507. doi: 10.1016/j.jweia.2005.04.001
|
[24] |
LÉGER P, IDÉ I M, PAULTRE P. Multiple-support seismic analysis of large structures[J]. Computers & Structures, 1990, 36(6): 1153-1158.
|
[25] |
HAN Y, LIU S, HU J X, et al. Experimental study on aerodynamic derivatives of a bridge cross-section under different traffic flows[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2014, 133: 250-262. doi: 10.1016/j.jweia.2014.08.003
|
[26] |
HAN Y, HU J X, CAI C S, et al. Experimental and numerical studies of aerodynamic forces on vehicles and bridges[J]. Wind and Structures, 2013, 17(2): 163-184. doi: 10.12989/was.2013.17.2.163
|
[27] |
American Association of State Highway Transportation Officials (AASHTO). Guide specifications for bridges vulnerable to coastal storms[S]. Washington D. C.: IHS Markit, 2008.
|
[1] | ZHOU Danfeng, ZHU Pengxiang, QU Minghe, WANG Lianchun, LI Jie. Influence of Bridge Parameters on Vehicle-Bridge Coupling Stability of Maglev System[J]. Journal of Southwest Jiaotong University, 2025, 60(4): 823-832. doi: 10.3969/j.issn.0258-2724.20240381 |
[2] | BU Xiumeng, WANG Lidong, LI Qingrong, HU Peng, HAN Yan. Influence Analysis of Vibration Control Parameters for High-Speed Maglev Train-Bridge Coupling[J]. Journal of Southwest Jiaotong University, 2024, 59(4): 848-857, 866. doi: 10.3969/j.issn.0258-2724.20230534 |
[3] | WANG Yao, CHEN Ling, YANG Dexin, XU Limei. Cross Regulation Analysis of I2-Controlled Single-Inductor Dual-Output Buck LED Driver[J]. Journal of Southwest Jiaotong University, 2023, 58(6): 1248-1256. doi: 10.3969/j.issn.0258-2724.20220383 |
[4] | ZHANG Lu, LI Bing, WANG Shaohua, LI Huaixian. Numerical Simulation Method for Vertical Vibration of Heavy Vehicle-Expansion Joint Coupled System[J]. Journal of Southwest Jiaotong University, 2022, 57(5): 1032-1039. doi: 10.3969/j.issn.0258-2724.20200712 |
[5] | CHEN Xiaobo, LIANG Shurong, KE Jia, CHEN Ling, HU Yu. Traffic Data Imputation Based on Graph Regularization and Schatten-p Norm Minimization[J]. Journal of Southwest Jiaotong University, 2022, 57(6): 1326-1333. doi: 10.3969/j.issn.0258-2724.20210295 |
[6] | GOU Hongye, SHI Xiaoyu, ZHOU Wen, KANG Rui. Coupled Train-Bridge Vibration and Dynamic Characteristics of Long-Span T-Shaped Rigid Frame Railway Bridge[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 679-686. doi: 10.3969/j.issn.0258-2724.2018.04.003 |
[7] | LI Yu. I/O Scheduling Algorithm for Data Servers in Cloud Storage Environments[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 857-864. doi: 10.3969/j.issn.0258-2724.2018.04.026 |
[8] | CHEN Zhiwei, PU Qianhui, LI Xi, CHEN Zhiqiang, JIA Hongyu. Fragility Analysis of Large-Span Continuous Rigid Bridge Considering Wave Passage Effectt[J]. Journal of Southwest Jiaotong University, 2017, 30(1): 23-29,37. doi: 10.3969/j.issn.0258-2724.2017.01.004 |
[9] | LIU Huasen, CHENG Wenming, YIN Hao. Coupled Dynamics Analysis for a Flexible Beam with a Trolley Subjected to Pendulum Payload[J]. Journal of Southwest Jiaotong University, 2017, 30(2): 400-407. doi: 10.3969/j.issn.0258-2724.2017.02.025 |
[10] | ZHANG Xun, SU Bin, LI Xiaozhen, ZHANG Jianqiang. Special Longitudinal Forces between Continuous Welded Rail and Long-Span Simply Supported Beam Bridge with High Piers and Their Influences[J]. Journal of Southwest Jiaotong University, 2016, 29(1): 57-64. doi: 10.3969/j.issn.0258-2724.2016.01.009 |
[11] | SHI Huailong, WU Pingbo, LUO Ren. Coupled Vibration Characteristics of Flexible Car Body and Equipment of EMU[J]. Journal of Southwest Jiaotong University, 2014, 27(4): 693-699. doi: 10.3969/j.issn.0258-2724.2014.04.021 |
[12] | CUIShengai|SHAN Deshan|ZHUBing, . Simulation of Vehicle-Bridge Coupling Vibration for Yujiang River Bridge on Nanning-Guangzhou High-Speed Railway[J]. Journal of Southwest Jiaotong University, 2011, 24(3): 385-390. doi: 10.3969/j.issn.0258-2724.2011.03.005 |
[13] | LI Yong-Le, XU Yao-Lin, CHEN Ji-Min, CHEN Bo. Rain-Wind-Induced Vibration of Cables in Cable-Stayed Bridges (Ⅰ): Mechanism Analysis[J]. Journal of Southwest Jiaotong University, 2011, 24(4): 529-535. doi: 10.3969/j.issn.0258-2724.2011.04.001 |
[14] | LI Yongle, CHEN Ning, CAI Xiantang, 2, QIANG Shizhong. Wake Effect of Bridge Tower on Coupling Vibration of Wind-Vehicle-Bridge System[J]. Journal of Southwest Jiaotong University, 2010, 23(6): 875-882. doi: 10.3969/j.issn.0258-2724.2010.06.009 |
[15] | CUI Shengai, ZHU Bing. Coupling Vibration Simulation of Long-Span Continuous Beam Bridge on Passenger Dedicated Railway[J]. Journal of Southwest Jiaotong University, 2009, 22(1): 66-71. |
[16] | KANG Xiaoxian, QIANG Shizhong. Modification of Tension Field Theory on I-girder Web[J]. Journal of Southwest Jiaotong University, 2008, 21(1): 77-81. |
[17] | TAN Changjian, ZHU Bing. Coupled Vibration Analysis of Bridge Deck and Cable of Long-Span Cable-Stayed Bridge[J]. Journal of Southwest Jiaotong University, 2007, 20(6): 726-731. |
[18] | SHAN De-shan, LI Qiao. Coupled Vibration Analysis of X-Style Arch Bridge and Vehicles[J]. Journal of Southwest Jiaotong University, 2005, 18(1): 53-58. |
[19] | WANG Qiong, HE Yi-nong, SONG Zhen-min. Sustaining Degree of Fuzzy Triple I Method Based on Residual Implication[J]. Journal of Southwest Jiaotong University, 2004, 17(4): 550-553. |
[20] | GEYU-mei, ZHOUSHU-hua, LILONG-an. CouPledVibrationofTrainandCable一StayedBridges 初ththeEffeCtsof下Vind[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 369-373. |
1. | 李忠献,郑庆涛,苏俊省,赵博. 地震-波浪联合作用下考虑冲刷效应的跨海斜拉桥振动台试验研究. 土木工程学报. 2024(10): 71-81 . ![]() |