Journal of Chongqing Jiaotong University(Natural Science) ›› 2019, Vol. 38 ›› Issue (12): 26-37.DOI: 10.3969/j.issn.1674-0696.2019.12.04
• Bridge & Tunnel Engineering • Previous Articles Next Articles
QIAO Peng, ZHONG Chengxing, WANG Zongyi, WANG Ayong
Received:
2018-08-27
Revised:
2018-12-08
Online:
2019-12-21
Published:
2019-12-24
乔朋,钟承星,王宗义,王阿勇
作者简介:
乔朋(1982—),男,陕西渭南人,副教授,博士,硕士生导师,主要从事钢结构与桥梁方面的研究。E-mail:qiaopeng@chd.edu.cn。
通信作者:钟承星(1995—),男,江西赣州人,硕士研究生,主要从事组合结构桥梁方面的研究。E-mail:1195928385@qq.com。
CLC Number:
QIAO Peng, ZHONG Chengxing, WANG Zongyi, WANG Ayong. Research Status and Development Trend on Vehicle-Bridge Coupling Vibration in China[J]. Journal of Chongqing Jiaotong University(Natural Science), 2019, 38(12): 26-37.
乔朋,钟承星,王宗义,王阿勇. 我国车-桥耦合振动的研究现状及发展趋势[J]. 重庆交通大学学报(自然科学版), 2019, 38(12): 26-37.
Add to citation manager EndNote|Ris|BibTeX
URL: http://xbzk.cqjtu.edu.cn/EN/10.3969/j.issn.1674-0696.2019.12.04
[1] BIGGS I M. Introduction to Structural Danamics[M]. New York: Mcgraw-Hill Book Co. Inc., 1964.
[2] FRYBA L. Vibration of Solids and Structures under Moving Loads[M]. Groningen, the Netherlands: Noordhoff International Publishing, 1972. [3] 王元丰,许士杰. 桥梁在车辆作用下空间动力响应的研究[J].中国公路学报,2000,13(4):37-41. WANG Yuanfeng, XU Shijie. Study of dynamic response of highway-bridge with vehicles[J]. China Journal of Highway and Transport, 2000, 13(4): 37-41. [4] 王妍.波纹钢腹板连续箱梁桥车桥耦合振动分析[D].北京:北京交通大学,2012. WANG Yan. Vehicle Bridge Coupling Vibration of Continuous Box-girder Bridge with Corrugated Steel Webs[D]. Beijing: Beijing Jiaotong University, 2012. [5] 陈志兴.波形钢腹板桥梁车桥耦合振动及冲击系数研究[D].南昌:华东交通大学,2014. CHEN Zhixing. Corrugated Steel Web Plate Bridges Vehicle the Vibration and Impact Coefficient of Research[D]. Nanchang: East China Jiaotong University, 2014. [6] 谢智奕.基于Duhamel积分的地震作用下车桥耦合振动分析[D].成都:西南交通大学,2017. XIE Zhiyi. Dynamic Analysis on Train-bridge Coupled Vibration under the Action of Earthquake Based on Duhamel Integral[D]. Chengdu: Southwest Jiaotong University, 2017. [7] 谭国辉.桥梁与车辆相互作用的系统模拟[J].土木工程学报,1996,29(3):34-42. TAN Guohui. Modelling of the bridge-vehicle interaction system[J]. China Civil Engineering Journal, 1996, 29(3): 34-42. [8] 谢秉敏,向中富,王小松,等.公轨两用斜拉桥竖向车桥耦合振动分析[J].重庆交通大学学报(自然科学版),2013,32(4):551-554. XIE Bingmin, XIANG Zhongfu, WANG Xiaosong, et al. Vertical vehicle-bridge coupling dynamic analysis on highway-railway cable-stayed bridge[J]. Journal of Chongqing Jiaotong University (Natural Science), 2013, 32(4): 551-554. [9] 周永早.车-线-桥耦合振动系统有限元数值分析[D].长沙:中南大学,2012. ZHOU Yongzao. Finite Element Numerical Analysis of Vehicle-Line-Bridge Coupling Vibration System[D]. Changsha: Central South University, 2012. [10] 赵金侠.基于匀速跑车试验时桥梁反应与评价[D].武汉:武汉理工大学,2004. ZHAO Jinxia. Bridge Response and Evaluation Based on Uniform Speed Sports Vehicle Test[D]. Wuhan: Wuhan University of Technology, 2004. [11] 杨建荣.车-桥耦合作用下公路桥梁局部振动研究[D].上海:同济大学,2008. YANG Jianrong. Local Dynamic Response of Highway Bridges to Moving Vehicles[D]. Shanghai: Tongji University, 2008. [12] 毛国辉,王小松,郑鸿飞.车-桥耦合振动的联合方程分析方法[J].重庆交通大学学报(自然科学版),2013,32(1):1-4. MAO Guohui, WANG Xiaosong, ZHENG Hongfei. Analytical method for joint equation of vehicle-bridge coupling vibration[J]. Journal of Chongqing Jiaotong University (Natural Science), 2013, 32(1): 1-4. [13] 易晋生,顾安邦,王小松.基于MATLAB的公路桥梁车桥耦合数值计算方法[J].重庆交通大学学报(自然科学版),2012,31(6):1101-1104. YI Jinsheng, GU Anbang, WANG Xiaosong. Numerical method for vehicle-bridge coupling vibrations based on MATLAB[J]. Journal of Chongqing Jiaotong University (Natural Science), 2012, 31(6): 1101- 1104. [14] 翟婉明.非线性结构动力分析的Newmark预测-校正积分模式[J].计算力学学报,1990,7 (2):51-58. ZHAI Wanming. The predictor-corrector scheme based on the Newmarks integration algorithm for nonlinear structural dynamic analysis[J]. Chinese Journal of Computational Mechanics, 1990, 7(2): 51-58. [15] 钟万勰.结构动力方程的精细时程积分法[J].大连理工大学学报,1994,34(2):131-136. ZHONG Wanxie. On precise time-integration method for structural dynamics[J]. Journal of Dalian University of Technology, 1994, 34(2): 131-136. [16] 张志超.车桥系统耦合振动和地震响应的随机分析[D].大连:大连理工大学,2010. ZHANG Zhichao. Stochastic Analysis for the Coupling Vibration and Seismic Response of Train-Bridge System[D]. Dalian: Dalian University of Technology, 2010. [17] DU X T, XU Y L, XIA H. Dynamic interaction of bridge-train system under non-uniform seismic ground motion[J]. Earthquake Engineering and Structural Dynamics, 2012, 41(1): 139-157. [18] 张楠,夏禾, DE-ROECK G.多点激励作用下车-桥-地震耦合系统分析[J].哈尔滨工程大学学报,2011,32(1):26-32. ZHANG Nan, XIA He, DE-ROECK G. Analysis of a vehicle-bridge-earthquake interactive system under multi-support excitations[J]. Journal of Harbin Engineering University, 2011, 32(1): 26-32. [19] 朱丹阳.车桥耦合系统动力相互作用与多点地震响应数值方法研究[D].大连:大连理工大学,2015. ZHU Danyang. Numerical Method for the Dynamic Interaction and Multi-Support Seismic Response of Vehicle-Bridge Coupled Systems[D]. Dalian: Dalian University of Technology, 2015. [20] 杜宪亭,夏禾,余竹.车桥耦合动力分析中地震动输入模式的研究[J].中国铁道科学,2011,32(6):34-40. DU Xianting, XIA He, YU Zhu. Study on the input patterns of seismic ground motion in the dynamic interaction analysis of train-bridge system[J]. China Railway Science, 2011, 32(6): 34-40. [21] 雷虎军,李小珍.车-轨-桥耦合系统中的非一致地震输入方法研究[J].铁道科学与工程学报,2015,12(4):769-777. LEI Hujun, LI Xiaozhen. Input methods of non-uniform seismic excitation in coupling system of vehicle-track-bridge[J]. Journal of Railway Science and Engineering, 2015, 12(4): 769-777. [22] 杜宪亭,乔宏,夏禾,等.地震作用下结构拟静力分量对车桥系统动力响应的影响分析[J].振动与冲击,2016,35(16):6-11. DU Xianting, QIAO Hong, XIA He, et al. Influence of structure quasi-static components on the dynamic response of train-bridge systems during earthquakes[J]. Journal of Vibration and Shock, 2016, 35(16): 6-11. [23] 罗刚,刘志军.高墩大跨铁路连续刚构桥动力特性分析研究[J].铁道工程学报,2016,33(10):68-72. LUO Gang, LIU Zhijun. Research on the dynamic characteristics of high-pier and large-span railway continuous rigid frame bridge[J]. Journal of Railway Engineering Society, 2016, 33(10): 68-72. [24] 李忠献,黄健,张媛,等.地震作用对轻轨铁路车桥系统耦合振动的影响[J].地震工程与工程振动,2005,25(6):183-188. LI Zhongxian, HUANG Jian, ZHANG Yuan, et al. Influence of seismic excitation on coupled vibration of train-bridge system in light railway[J]. Earthquake Engineering and Engineering Vibration, 2005, 25(6): 183-188. [25] 安会峰,张媛,范蓓蓓.轻轨列车和地震作用下公轨两用桥的动力响应分析[J].青岛大学学报(工程技术版),2014,29(4):83-87. AN Huifeng, ZHANG Yuan, FAN Beibei. Dynamic analysis of a railway-highway combined bridge under light-rail train and earthquake action[J]. Journal of Qingdao University(Engineer and Technology Edition), 2014, 29(4): 83-87. [26] 韩艳,夏禾,郭薇薇.斜拉桥在地震与列车荷载同时作用下的动力响应分析[J].工程力学,2006,23(1):93-98. HAN Yan, XIA He, GUO Weiwei. Dynamic response of cable-stayed bridge to running trains and earthquakes[J]. Engineering Mechanics, 2006, 23(1): 93-98. [27] 彭荣华,王柳,郭向荣.横向地震激励下的悬索桥车-桥耦合动力响应分析[J].铁道科学与工程学报,2012,9(4):19-24. PENG Ronghua, WANG Liu, GUO Xiangrong. Coupled dynamic response of train-bridge of suspension bridge with lateral seismic excitation[J]. Journal of Railway Science and Engineering, 2012, 9(4): 19-24. [28] 杜宪亭,夏禾.地震空间变异性对车桥系统响应的影响分析[J].工程力学,2012,29(9):106-111. DU Xianting, XIA He. Influence of spatial variation of seismic ground motion on dynamic response of train-bridge system[J]. Engineering Mechanics, 2012, 29(9): 106-111. [29] LIN J H, ZHANG Y H, LI Q S, et al. Seismic spatial effects for long-span bridges, using the pseudo excitation method[J]. Engineering Structures, 2004, 26 (9): 1207- 1216. [30] 雷虎军,李小珍.非一致地震激励下列车-轨道-桥梁耦合振动模型[J].西南交通大学学报,2013,48(5):803-809. LEI Hujun, LI Xiaozhen. Dynamic model for train-track-bridge coupling system subjected to non-uniform seismic excitation[J]. Journal of Southwest Jiaotong University, 2013, 48(5): 803-809. [31] 张志超,张亚辉,林家浩.考虑行波效应的车桥系统地震响应分析[J].地震工程与工程振动,2010,30(4):8-16. ZHANG Zhichao, ZHANG Yahui, LIN Jiahao. Random seismic response analysis of train-bridge systems considering wave travelling effect[J]. Earthquake Engineering and Engineering Vibration, 2010, 30(4): 8-16. [32] 韩艳,夏禾,张楠.考虑非一致地震输入的车—桥系统动力响应分析[J].中国铁道科学,2006,27(5):46-53. HAN Yan, XIA He, ZHANG Nang. Dynamic response analysis of train-bridge system under non-uniform seismic excitations[J]. China Railway Science, 2006, 27(5): 46- 53. [33] ZHANG Nan, XIA He, DE-ROECK G. Dynamic analysis of a train-bridge system under multi-support seismic excitations[J]. Journal of Mechanical Science and Technology, 2010, 24(11): 2181-2188. [34] XIA He, HAN Yan, ZHANG Nan, et al. Dynamic analysis of train-bridge system subjected to non-uniform seismic excitations[J]. Earthquake Engineering and Structural Dynamics, 2010, 35(12): 1563-1579. [35] 刘智.高速铁路车桥耦合体系地震响应分析及报警阈值研究[D].哈尔滨:中国地震局工程力学研究所,2015. LIU Zhi. Study on Seismic Response of Train-Bridge Coupling System and Earthquake Alarm Threshold[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2015. [36] 陈波,杨登,肖祥.地震作用下多跨高架桥列车运行安全评估研究[J].中国安全科学学报,2016,26(10):82-87. CHEN Bo, YANG Deng, XIAO Xiang. Safety evaluation of train crossing a multi-span elevated bridge under seismicexcitation[J]. China Safety Science Journal, 2016, 26(10): 82-87. [37] 邓子铭,郭向荣,张志勇.地震作用对钢桁梁桥车桥系统耦合振动的影响分析[J].中南大学学报(自然科学版),2011,42(1):184-191. DENG Ziming, GUO Xiangrong, ZHANG Zhiyong. Coupled vibration of train-bridge system of steel truss bridge with seismic effect[J]. Journal of Central South University(Science and Technology), 2011, 32(1): 184-191. [38] 马坤全,朱金龙.高速列车-连续刚架桥系统地震反应分析[J].上海铁道大学学报,1998,19(10):33-40. MA Kunquan, ZHU Jinlong. Seismic response analysis for a system of high-speed train and continuous rigid-frame bridge[J]. Journal of Shanghai Tiedao University, 1998, 19 (10): 33-40. [39] 卢凯良,邱惠清.风与地震载荷作用下集装箱小车-低架桥结构耦合振动分析[J].工程力学,2012,29(10):313-320. LU Kailiang, QIU Huiqing. Container vehicle-truss bridge coupled vibration analysis under wind and seismic load[J]. Engineering Mechanics, 2012, 29(10): 313-320. [40] 吕龙,李建中.粘滞阻尼器对地震、列车制动和运行作用下公铁两用斜拉桥振动控制效果分析[J].工程力学,2015,32(12):139-146. LV Long, LI Jianzhong. Study on vibration control effect of viscous dampers for rail-cum-road cable-stayed bridge during earthquake, train braking and running[J] . Engineering Mechanics, 2015, 32(12): 139-146. [41] 郭辉,李永强,胡所亭,等.主跨532m公铁两用斜拉桥的地震响应及阻尼器减震效果研究[J].铁道建筑,2015(1):14-18. GUO Hui, LI Yongqiang, HU Suoting, et al. Research on earthquake response of highway and railway shared cable-stayed bridge with 532 m-main span and vibration- reducing effect of damper[J]. Railway Engineering, 2015(1): 14-18. [42] 阮怀圣,屈爱平,何友娣,等.大跨度公铁两用钢桁梁斜拉桥结构地震响应特征研究[J].桥梁建设,2015,45(2):32-38. RUAN Huaisheng, QU Aiping, HE Youdi, et al. Study of structural seismic response characteristics of long span rail-cum-road steel truss girder cable-stayed bridges [J]. Bridge Construction, 2015, 45(2): 32-38. [43] 马坤全,邵亮,李亮.采用减隔震装置的轨道交通槽形梁桥动力性能[J].城市轨道交通研究,2007,10(3):33-37. MA Kunquan, SHAO Liang, LI Liang. Dynamic performance of channel girder in rail transit bridges[J]. Urban Mass Transit, 2007, 10(3): 33-37. [44] 梁智垚,李建中.大跨度公铁两用斜拉桥阻尼器参数研究[J].同济大学学报(自然科学版),2007,35(6):728-733. LIANG Zhiyao, LI Jianzhong. Research on damper parameters of long-span rail-cum-road cable-stayed bridge[J]. Journal of Tongji University(Natural Science), 2007, 35(6): 728-733. [45] 阮怀圣,李龙安,杨光武,等.黄冈公铁两用长江大桥抗震技术研究[J].桥梁建设,2013,43(6):34-39. RUAN Huaisheng, LI Longan, YANG Guangwu, et al. Study of seismic techniques for Huanggang Changjiang river rail-cum-road bridge[J]. Bridge Construction, 2013, 43(6): 34-39. [46] 秦顺全,瞿伟廉.天兴洲公铁两用斜拉桥主梁纵向地震、列车制动及行车移动荷载响应的混合控制[J].桥梁建设,2008(4):1-4. QIN Shunquan, QU Weilian. Hybrid control of longitudinal vibration responses in deck of Tianxingzhou rail-cum-road cable-stayed bridge caused by earthquake, train braking and vehicle moving loads[J]. Bridge Construction, 2008 (4): 1-4. [47] 杨孟刚,舒高华,乔建东.基于MR阻尼器的纵飘桥梁车辆制动力和地震作用下的混合控制[J].土木工程学报,2014,47(增刊1):142-147. YANG Menggang, SHU Gaohua, QIAO Jiandong. Hybrid control on longitudinal responses of floating bridges induced by vehicle braking forces and earthquake excitations using MR dampers[J]. China Civil Engineering Journal, 2014, 47(Sup1): 142-147. [48] 李永乐,强士中,廖海黎.风-车-桥系统空间耦合振动研究[J].土木工程学报,2005,38(7):61-64. LI Yongle, QIANG Shizhong, LIAO Haili. 3-D coupled vibration of wind-vehicle-bridge system[J]. China Civil Engineering Journal, 2005, 38(7): 61-64. [49] 李文杰.大跨径悬索桥静风稳定性分析[D].西安:长安大学,2009. LI Wenjie. Study on Aerostatic Stability of Long-span Suspension Bridge[D]. Xian: Changan University, 2009. [50] 段玮.大跨径非对称支撑悬索桥静风稳定性分析[D].西安:长安大学,2016. DUAN Wei. Aerostatic Stability of Asymmetrical Long-span Suspension Bridge[D]. Xian: Changan University, 2016. [51] 戴礼勇.大跨度公铁两用悬索桥静风稳定性研究[D].成都:西南交通大学,2013. DAI Liyong. Aerostatic Stability of Long-span Combined Highway and Railway Suspension Bridge[D]. Chengdu: Southwest Jiaotong University, 2013. [52] 张新军,郭辉.三塔悬索桥施工过程抗风稳定性研究[J].土木工程学报,2011,44(12):58-63. ZHANG Xinjun, GUO Hui. Wind stability of three-tower suspension bridges under construction[J]. China Civil Engineering Journal, 2011, 44(12): 58-63. [53] 王建新.施工顺序对悬索桥颤振影响研究[D].成都:西南交通大学,2014. WANG Jianxin. Investigation of the Effect of Construction Sequence on the Flutter of Suspension Bridge[D]. Chengdu: Southwest Jiaotong University, 2014. [54] 李春光,刘书倩,韩艳,等.大跨径悬索桥施工阶段颤振稳定性影响因素研究[J].铁道科学与工程学报,2014,11(5):5-11. LI Chunguang, LIU Shuqian, HAN Yan, et al. Research on flutter stability of a long-span suspension bridge during erection[J]. Journal of Railway Science and Engineering, 2014, 11(5): 5-11. [55] 向活跃,李永乐,武兵.带有挑臂的双层钢桁悬索桥颤振性能风洞试验[J].广西大学学报(自然科学版),2014,39(4):894-899. XIANG Huoyue, LI Yongle, WU Bing. Wind tunnel test for flutter stability of double-deck truss girder suspension bridge with cantilever beam[J]. Journal of Guangxi University(Nature Science Edition), 2014, 39(4): 894-899. [56] 徐昕宇,李永乐,廖海黎,等.双层桥面桁架梁三塔悬索桥颤振性能优化风洞试验[J].工程力学,2017,34(5):142-147. XU Xinyu, LI Yongle, LIAO Haili, et al. Flutter optimization of a double-deck truss-stiffened girder three-tower suspension bridge by wind tunnel tests[J]. Engineering Mechanics, 2017, 34(5): 142-147. [57] 王凯,廖海黎,李明水.基于风洞试验的大跨度钢桁梁悬索桥颤振性能研究[J].振动与冲击,2015,34(15):175-180. WANG Kai, LIAO Haili, LI Mingshui. Flutter performances of a long-span suspension bridge with steel trusses based on wind tunnel testing[J]. Journal of Vibration and Shock, 2015, 34(15): 175-180. [58] 刘高,王秀伟,强士中,等.大跨度悬索桥颤振分析的能量方法[J].中国公路学报,2000,13(3):20-24. LIU Gao, WANG Xiuwei, QIANG Shizhong, et al. Flutter analysis of long-span suspension bridges by energy method[J]. China Journal of Highway and Transport, 2000, 13(3): 20-24. [59] WANG Hao, TAO Tianyou, ZHOU Rui, et al. Parameter sensitivity study on flutter stability of a long-span triple-tower suspension bridge[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1996, 128: 12-21. [60] WANG Tao, HAN Wanshui, YANG Fei, et al. Wind-vehicle-bridge coupled vibration analysis based on random traffic flow simulation[J]. Journal of Traffic and Transportation Engineering(English Edition), 2014, 1(4): 293-308. [61] 李永乐,董世赋,臧瑜,等.大跨度公轨两用悬索桥风-车-桥耦合振动及抗风行车准则研究[J].工程力学,2012,29(12):114-120. LI Yongle, DONG Shifu, ZANG Yu, et al. Coupling vibration of wind-vehicle-bridge system for long-span road-rail suspension bridge and resistant-wind criterion of running train[J]. Engineering Mechanics, 2012, 29(12): 114-120. [62] 夏禾,徐幼麟,阎全胜.大跨度悬索桥在风与列车荷载同时作用下的动力响应分析[J].铁道学报,2002,24(4):83-91. XIA He, XU Youlin, YAN Quansheng. Dynamic response of longspan suspension bridge to high wind and running train[J]. Journal of the China Railway Society, 2002, 24(4): 83-91. [63] XU Youlin, ZHANG Nan, XIA He. Vibration of coupled train and cable-stayed bridge systems in cross winds[J]. Engineering Structures, 2004, 26(10): 1389- 1406. [64] 刘飞军.几江长江公轨两用悬索桥风-车-桥耦合振动研究[D].长沙:中南大学,2012. LIU Feijun. Researches on Wind-vechicle-bridge Coupled Vibration of Ji Jiang Yangzte River Combined Highway and Railway Suspension Bridge[D]. Changsha: Central South University, 2012. [65] 刘海涛.强风作用下列车-汽车-桥梁时变系统的动力响应及行车安全性、舒适性研究[D].长沙:中南大学,2011. LIU Haitao. Dynamic Responses of Coupled Train, Automobile and Bridge System under Strong Wind and Analysis of Running Safety and Riding Comfort of Vehicles[D]. Changsha: Central South University, 2011. [66] 刘德军.风-列车-线路-桥梁系统耦合振动研究[D].成都:西南交通大学,2010. LIU Dejun. Coupling Vibration Study of Wind-train-track-bridge System[D]. Chengdu: Southwest Jiaotong University, 2010. [67] 葛光辉.考虑三角形挡风屏作用的风-车-桥耦合动力分析[D].北京:北京交通大学,2016. GE Guanghui. Dynamic Analysis of Coupled Wind-train-bridge System Considering Triangular Wind Barriers[D]. Beijing: Beijing Jiaotong University, 2016. [68] CHENG Y S, AU F T K, CHEUNG Y K, et al. On the separation between moving vehicle and bridge[J]. Journal of Sound and Vibration, 1999, 222(5): 781-801. [69] 夏禾,张楠,郭薇薇,等.车桥耦合振动工程[M].北京:科学出版社,2014. XIA He, ZHANG Nan, GUO Weiwei, et al. Coupling Vibrations of Train-Bridge System[M]. Beijing: Science Press, 2014. [70] 宋一凡,贺栓海.公路桥梁冲击系数的影响因素分析[J].西安公路交通大学学报,2001,21(2):47-49. SONG Yifan, HE Shuanhai. Study on key response factors for impacting force with stood by highway bridges[J]. Journal of Xian Highway University, 2001, 21(2): 47-49. [71] 陈斌.刹车行为对大跨度悬索桥的振动分析[D].重庆:重庆交通大学,2014. CHEN Bin.Vibration Analysis of Long Span Suspension Bridge under Vehicles Braking[D]. Chongqing: Chongqing Jiaotong University, 2014. [72] 蒋培文,贺拴海,王凌波.车辆相互作用对连续梁车桥耦合振动影响分析[J].合肥工业大学学报(自然科学版),2011,34(8):1222- 1226. JIANG Peiwen, HE Shuanhai, WANG Lingbo. Effect of vehicle interaction on vehicle-bridge coupling vibration of continuous beam[J]. Journal of Hefei University of Technology(Natural Science), 2011, 34(8): 1222-1226. [73] 刘合旭.宽幅连续箱梁桥车耦合振动分析[D].西安:长安大学,2011. LIU Hexu. Analysis of Vehicle-bridge Coupling Vibration of Wind Continuous Box-Girder Bridge[D]. Xian: Changan University, 2011. [74] 陈卫丽.大跨度公路斜拉桥车桥耦合振动分析[D].郑州:郑州大学,2013. CHEN Weili. The Analysis of Vehicle-Bridge Coupling Vibration of Long-span Highway Cable-stayed Bridge[D]. Zhengzhou: Zhengzhou University, 2013. [75] 蒋培文.公路大跨径连续体系桥梁车桥耦合振动研究[D].西安:长安大学,2012. JIANG Peiwen. Coupled Vibration between Vehicles and Highway Long-Span Continuous Series Bridge[D]. Xian: Changan University, 2012. [76] 章长玖.公路桥梁车桥耦合振动分析[D].郑州:郑州大学,2010. ZHANG Changjiu. The Analysis of Vehicle-Bridge Coupling Vibration of Highway Bridge[D]. Zhengzhou: Zhengzhou University, 2010. [77] 毛国辉.带S形人行桥的大跨径双层斜拉桥车-桥耦合振动分析[D].重庆:重庆交通大学,2013. MAO Guohui. Study on the Vehicle-bridge Coupled Vibration of the Long-span Double-deck Cabled-stayed Bridge with Pedestrian Bridge of “S” Shape[D]. Chongqing: Chongqing Jiaotong University, 2013. [78] 易晋生,顾安邦,王小松.车桥耦合振动理论在桥面不平度研究中的应用[J].重庆交通大学学报(自然科学版),2013,32(4):560-563. YI Jinsheng, GU Angbang, WANG Xiaosong. Application of vehicle-bridge coupling vibrations theory in the study of bridge surface roughness[J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(4): 560-563. [79] 宋一凡,陈榕峰.基于路面不平整度的车辆振动响应分析方法[J].交通运输工程学报,2007,7(4):39-43. SONG Yifan, CHEN Rongfeng. Analysis method of vehicle vibration response caused by pavement roughness[J]. Journal of Traffic and Transportation Engineering, 2007, 7(4): 39-43. [80] 韩欢.车辆荷载作用下混凝土连续弯箱梁桥动力特性研究[D].西安:长安大学,2010. HAN Huan. Research on Dynamic Characteristics of the Continuous Concrete Curved Box Girder Bridge Under Vehicle Loads[D]. Xian: Changan University, 2010. [81] 喻泽飞.车辆荷载与桥梁结构耦合作用特性的有限元仿真分析[D].西安:长安大学,2010. YU Zefei. The Finite Element Simulation Analysis on the Coupling Vibration of Vehicle Load and Bridge Structure[D]. Xian: Changan University, 2010. [82] 陈果,翟婉明.铁路轨道不平顺随机过程的数值模拟[J].西南交通大学学报,1999,34(2):138-142. CHEN Guo, ZHAI Wanming. Numerical simulation of stochastic process of railway track irregularities[J]. Journal of Southwest Jiaotong University, 1999, 34(2): 138- 142. [83] 沙峰.地震作用下车-桥空间耦合系统动力响应分析[D].苏州:苏州大学,2015. SHA Feng. Dynamic Response Analysis of Train-Bridge Spatial Coupling System under Earthquake[D]. Suzhou: Suzhou University, 2015. [84] 谭长建,祝兵.地震作用下高速列车与桥梁耦合振动分析[J].振动与冲击,2009,28(1):4-8. TAN Changjian, ZHU Bing. Coupled vibration analysis of high speed train and bridge subjected to seismic excitation[J]. Journal of Vibration and Shock, 2009, 28 (1): 4-8. [85] 谢伟平,刘亨.城市轨道交通“公轨合一”型高架桥车桥耦合振动分析[J].工程力学,2016,33(2):119-126. XIE Weiping, LIU Heng. Vehicle-bridge interaction analysis of a super bridge in urban railway system[J]. Engineering Mechanics, 2016, 33(2): 119-126. [86] 吕峰.车辆与结构相互作用随机动力分析[D].大连:大连理工大学,2008. LV Feng. Stochastic Analysis for Dynamic Interaction of Vehicle and Structures[D]. Dalian: Dalian University of Technology, 2008. [87] 夏禾.车辆与结构动力相互作用[M].北京:科学出版社,2002. XIA He. Dynamic Interaction of Vehicle and Structure[M]. Beijing: Science Press, 2002. [88] 夏禾,郭薇薇,张楠.车桥系统共振机理和共振条件分析[J].铁道学报,2006,28(5):52-58. XIA He, GUO Weiwei, ZHANG Nan. Analysis of resonance mechanism and conditions of train-bridge system[J]. Journal of the China Railway Society, 2006, 28(5): 52- 58. [89] XIA He, ZHANG Nan, GUO Weiwei. Analysis of resonance mech-anism and conditions of train-bridge system[J]. Journal of Sound and Vibration, 2006, 297(3/5): 810-822. [90] 王少钦,夏禾,郭薇薇,等.变速移动荷载作用下简支梁桥的动力响应及共振分析[J].振动与冲击,2010,29(2):26-30. WANG Shaoqin, XIA He, GUO Weiwei, et al. Dynamic response and resonance analyses for a simply-supported bridge under speed-varying loads[J]. Journal of Vibration and Shock, 2010, 29(2): 26-30. [91] 金曼.高架轨道交通引起的车桥振动及控制研究[D].北京:北京交通大学,2015. JIN Man.Study on Train-Bridge Vibration Induced by Viaduct Rail Traffic and Control[D]. Beijing: Beijing Jiaotong University, 2015. [92] 程泽农.移动荷载列过桥共振状态分析[D].北京:北京交通大学,2017. CHENG Zenong. Analysis of Resonance State of Bridge under the Moving Load[D]. Beijing: Beijing Jiaotong University, 2017. [93] 秦文孝.高速列车-桥梁系统竖向共振影响因素及预防措施研究[D].长沙:中南大学,2012. QIN Wenxiao. Study on Influencing Factors and Preventive Measures for Vertical Resonance of High Speed Train-Bridge System[D]. Changsha: Central South University, 2012. [94] 沈锐利.高速铁路线上简支梁桥车桥共振问题初探[J].西南交通大学学报,1995,30(3):275-282. SHEN Ruili. Preliminary research of bridge-vehicle resonance on simple-supported beam bridges on high speed railways[J]. Journal of Southwest Jiaotong University, 1995, 30(3): 275-282. [95] JU S H, LIN H T. Resonance characteristics of high-speed trains passing simply supported bridges[J]. Journal of Sound and Vibration, 2003, 267(5): 1127- 1141. [96] 夏禾,张宏杰,曹艳梅,等.车桥耦合系统在随机激励下的动力分析及其应用[J].工程力学,2003,20(3):142-149. XIA He, ZHANG Hongjie, CAO Yanmei, et al. Dynamic analysis of train-bridge system under random excitations[J]. Engineering Mechanics, 2003, 20(3): 142-149. [97] 白鹭涛.公路高墩大跨径连续体系桥梁共振响应研究及防治措施[D].西安:长安大学,2014. BAI Lutao. Highway of High Pier and Long-span Continuous Bridge Resonance Research and Prevention Measures[D]. Xian: Changan University, 2014. [98] 杨晓鑫.公路桥梁车桥耦合振动算法校准模型试验研究[D].昆明:昆明理工大学,2017. YANG Xiaoxin. Calibration Algorithm of Scale-model Experiment for Highway Bridge Vehicle-bridge Coupling Vibration[D]. Kunming: Kunming University of Science and Technology, 2017. [99] 王凌波,马印平,蒋培文,等.不同体系斜拉桥车桥耦合共振效应研究[J].合肥工业大学学报(自然科学版),2015,38(10):1369-1373. WANG Lingbo, MA Yinping, JIANG Peiwen, et al. Vehicle-bridge coupled vibration of different types of cable-stayed bridges[J]. Journal of Hefei University of Technology(Natural Science), 2015, 38(10): 1369-1373. [100] LI Jianzhong, SU Mubiao. The resonant vibration for a simply supported girder bridge under high-speed trains[J]. Journal of Sound and Vibration, 1999, 224(5): 897-915. [101] 周长东,刘斌.简支铁路桥梁加固前后共振响应分析[J].铁道工程学报,2015(9):60-66. ZHOU Changdong, LIU Bin. Research on the resonance response of simply-supported railway bridge before and after reinforcement[J]. Journal of Railway Engineering Society, 2015(9): 60-66. [102] LIN Jiahao, ZHANG Yahui, ZHAO Yan. Seismic spatial effects on long-span bridge response in nonstationary inhomogeneous random fields[J]. Earthquake Engineering and Engineering Vibration, 2005, 4(1): 75-82. |
[1] | ZHOU Jianting1,2, LI Ya2, ZHANG Hong2, XIA Runchuan2, YANG Wenqi2. Two Point Corrosion Test Study of Steel Strands Based on Spontaneous Magnetic Flux Leakage Detection [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(07): 74-81. |
[2] | ZHANG Hua1, ZHANG Zhengqi2, CHENG Gao3,4, TIAN Boke1. Rational Distance of Pile Foundation in Precipitous Cliff Section of Loess Area [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(07): 93-98. |
[3] | LIU Jinchun, SONG Zixuan, LIANG Dong. Spatial Effect Analysis of Single Box Three Chambers Continuous Girder Bridge under Transverse Temperature Gradient and Eccentric Vehicle Load [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(06): 80-86. |
[4] | ZHENG Zhi1,2, GENG Bo2, YUAN Pei2, LI Songlin2, HU Zhengtao3. Experimental Study on a New Connection Structure of Anti-collision Device for Pier Composite Materials [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(05): 66-73. |
[5] | ZHANG Yang1, QU Shaoqin1, LU Jiuzhang2, HUO Wenbing3. Method of Fiber Aligning in UHPC and Its Influence on the Tensile Performance [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(05): 74-80. |
[6] | FU Lilei. Correlation Function Method for Parameter Identification Based on Random Excitation Response [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(04): 70-75. |
[7] | SU Xiaobo1, XIAO Lin2. Model Test and Numerical Simulation Research on Reasonable Structure of Steel-Concrete Composite Section in Space Rigid Frame [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(04): 76-82. |
[8] | LIANG Zongbao 1, CHAI Jie1, NA Shouyong2, MA Tianli1, TANG Yu1. Validity Analysis of Bridge Health Monitoring Data Based on Deep Learning [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(03): 78-83. |
[9] | TANG Qizhi1, XIN Jingzhou1,2, ZHOU Jianting1, FU Lei1,3, ZHANG Jun4. Damage Identification of Corroded RC Arch Based on Time Series Analysis:Simulation and Verification [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(02): 69-77. |
[10] | RONG Xian1, 2, YANG Hongwei1, ZHANG Jianxin1, 2. Experimental Research on Hysteresis Behavior of Prefabricated Concrete Beam-Column Joint with Steel End Connector [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(02): 78-82. |
[11] | LIU Xiaohui, XU Yang, CHEN Sitian, XU Lueqin. Seismic Response Analysis of Pedestrian Suspension Bridge [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(01): 65-71. |
[12] | JU Liping1, WANG Yinhui2, LU Xiaohong3, SHAN Jidong4. Failure Mode Analysis of Reinforced Concrete Box Girder under Impact of a Falling Cargo from Passing Truck [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(01): 72-78. |
[13] | WANG Zhen1,2, ZHOU Jianting1,3, ZHANG Jinquan1,4, WU Haijun1, WU Yuexing1. Influence Analysis of Cast-in-Situ Segment Length on Mechanical Behavior of Ten-Thousand-Ton Horizontal Swivel Cable-Stayed Bridge [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(12): 44-52. |
[14] | HAO Xianwu, SHU Peng, HAO Jianming. Static Wind Stability of Long-Span Asymmetric Suspension Bridge [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(12): 53-59. |
[15] | CHEN Sitian, PENG Qing, YANG Min. Human-Induced Vibration Response Analysis of Long-Span Pedestrian Suspension Glass Bridge in Kanggu Parkland [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(12): 60-66. |
Viewed | ||||||
Full text |
|
|||||
Abstract |
|
|||||