Effect of friction pendulum bearing on vehicle running safety on a bridge during earthquakes

JIN Zhibin1,HE Jinzhe1,ZENG Yongping2,DONG Jun2

Journal of Vibration and Shock ›› 2021, Vol. 40 ›› Issue (10) : 25-34.

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PDF(3167 KB)
Journal of Vibration and Shock ›› 2021, Vol. 40 ›› Issue (10) : 25-34.

Effect of friction pendulum bearing on vehicle running safety on a bridge during earthquakes

  • JIN Zhibin1,HE Jinzhe1,ZENG Yongping2,DONG Jun2
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Abstract

The seismic analysis model of a vehicle-rail-bridge installed with friction pendulum bearing was established.The OpenSees platform was used to analyze the nonlinear vibration of the bridge.The vehicle model considered the effects of the lateral stopper and the nonlinear damping in the secondary suspension.The Hertz wheel-rail contact relation was adopted to simulate the wheel-rail separation and collision.The number of degree-of-freedom of the rail structure was significantly reduced by using the Rayleigh-Ritz method.The vehicle-rail-bridge system was solved by a multi-time step explicit-implicit integrated algorithm.The study shows that the friction pendulum reduces the deck acceleration, but increases the deck displacement.It is found that the simply supported beam bridge installed with pendulum bearing reduces the vehicle acceleration, wheel-rail displacement and lateral forces significantly.Thus, the pendulum bearing is favorable for the vehicle safety on the simply supported beam during earthquakes.

Key words

vehicle-bridge dynamic interaction / earthquake / running safety / friction pendulum bearing

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JIN Zhibin1,HE Jinzhe1,ZENG Yongping2,DONG Jun2. Effect of friction pendulum bearing on vehicle running safety on a bridge during earthquakes[J]. Journal of Vibration and Shock, 2021, 40(10): 25-34

References

[1]杨磊, 吴晓东, 张瑞鹏.唐山抗震救灾中的铁路军事运输[J].铁道知识, 2012(2): 50-53.
YANG Lei, WU Xiaodong, ZHANG Ruipeng.Railroad military transportation in the Tangshan earthquake relief [J].Railway Knowledge, 2012(2): 50-53.
[2]GOTO N, KUSUKI Y, NAKAGAWA T, et al.Railway accident investigation report[R].Yoyogi Shibuya-Ku: Aircraft and Railway Accidents Investigation Commission, 2007.
[3]韩艳, 夏禾.地震作用下列车过桥安全性分析[J].中国安全科学学报, 2006,16(7): 24-30.
HAN Yan, XIA He.Safety analysis of trains passing over bridge during earthquake[J].China Safety Science Journal, 2006,16(7): 24-30.
[4]张楠, 夏禾.地震对多跨简支梁桥上列车运行安全的影响[J].世界地震工程, 2001,17(4): 93-99.
ZHANG Nan, XIA He.Influence of earthquakes on running safety of vehicles on multi-span girders bridge[J].World Information on Earthqua Engineering, 2001,17(4): 93-99.
[5]林玉森.地震作用下高速铁路桥上列车走行性研究[D].成都:西南交通大学, 2007.
[6]王少林,翟婉明.地震作用下高速列车-线路-桥梁系统动力响应[J].西南交通大学学报, 2011,46(1): 56-62.
WANG Shaolin, ZHAI Wanming.Dynamic responses of high-speed train-track-bridge system under seismic excitations[J].Journal of Southwest Jiaotong University, 2011,46(1): 56-62.
[7]陈令坤,蒋丽忠.地震作用下高速铁路列车-无砟轨道-桥梁系统动力响应及列车走行安全研究[J].中国铁道科学, 2013,34(1): 131-133.
CHEN Lingkun, JIANG Lizhong.Research on the dynamic response of high-speed railway train-ballastless track-bridge system and train running safety under earthquake[J].China Railway Science, 2013,34(1): 131-133.
[8]KAWANISHI T, MURONO Y, MIYAMOTO T, et al.The influence of seismic motion with ground irregularity on the dynamic behavior of railway vehicles[J].Quarterly Report of RTRI, 2009,50(2): 89-94.
[9]杜宪亭.强地震作用下大跨度桥梁空间动力效应及列车运行安全研究[D].北京:北京交通大学, 2011.
[10]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 seismic excitation[J].China Safety Science Journal, 2016,26(10): 82-87.
[11]刘金龙, 林均岐, 高奇浪.高速铁路桥梁地震动放大系数研究[J].地震工程与工程振动, 2014(增刊 1): 60-68.
LIU Jinlong, LIN Junqi, GAO Qilang.Study on earthquake amplification factor of high-speed railway bridge[J].Earthquake Engineering and Engineering Dynamics, 2014(Sup 1): 60-68.
[12]陈永祁,杨风利,刘林.摩擦摆隔震桥梁的设计及应用[J].工业建筑,2009,39(增刊 1): 256-261.
CHEN Yongqi, YANG Fengli, LIU Lin.Design and application of friction pendulum bearing for seismic isolated bridges[J].Industrial Construction, 2009,39(Sup 1): 256-261.
[13]JIN Z B, PEI S L, LI X Z, et al.Effect of vertical ground motion on earthquake-induced derailment of railway vehicles over simply-supported bridges[J].Journal of Sound and Vibration, 2016,383: 277-294.
[14]铁路工程抗震设计规范:GB 50111—2006 [S].北京:中国计划出版社, 2006.
[15]王开文.车轮接触点迹线及轮轨接触几何参数的计算[J].西南交通大学学报, 1984(1): 92-102.
WANG Kaiwen.The track of wheel contact points and the calculation of wheel/rail geometric contact parameters[J].Journal of Southwest Jiaotong University, 1984(1): 92-102.
[16]可心萌.地震作用下车辆脱轨安全性研究[D].四川:西南交通大学,2014.
[17]ZHAI W M.Two simple fast integration methods for large-scale dynamic problems in engineering[J].International Journal for Numerical Methods in Engineering, 1996,39(24): 4199-4214.
[18]JIN Z, HU C, PEI S, et al.An integrated explicit-implicit algorithm for vehicle-rail-bridge dynamic simulations[J].Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2018,232(6): 1895-1913.
[19]翟婉明.列车-线路-桥梁动力学仿真分析软件TTBSIM: 2009SR09434[Z].2009.
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