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References (32)
-
Chen Lingkun, Jiang Lizhong, Guo Wei, Liu Wen-shuo, Zeng Zhi-ping, Chen Ge-wei (2014)
The Seismic Response of High-Speed Railway Bridges Subjected to Near-Fault Forward Directivity Ground Motions Using a Vehicle-Track-Bridge ElementShock and Vibration, 2014
-
Z. Zeng, Yan-Gang Zhao, Wen-tao Xu, Zhi-wu Yu, Ling-kun Chen, P. Lou (2015)
Random vibration analysis of train-bridge under track irregularities and traveling seismic waves using train-slab track-bridge interaction modelJournal of Sound and Vibration, 342
-
X. Du, Y. Xu, H. Xia (2012)
Dynamic interaction of bridge–train system under non‐uniform seismic ground motionEarthquake Engineering & Structural Dynamics, 41
-
O. Taskari, A. Sextos (2015)
Multi‐angle, multi‐damage fragility curves for seismic assessment of bridgesEarthquake Engineering & Structural Dynamics, 44
-
O. Ramadan, S. Mehanny, H. Elhowary (2015)
Seismic vulnerability of box girder continuous bridges under spatially variable ground motionsBulletin of Earthquake Engineering, 13
-
B. Nielson, R. DesRoches (2006)
Seismic fragility methodology for highway bridges using a component level approachEarthquake Engineering & Structural Dynamics, 36
-
Biao Wei, Peng Wang, Weian Liu, Menggang Yang, Li-zhong Jiang (2016)
The impact of the concave distribution of rolling friction coefficient on the seismic isolation performance of a spring-rolling systemInternational Journal of Non-linear Mechanics, 83
-
C. Cornell, F. Jalayer, R. Hamburger, D. Foutch (2002)
Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame GuidelinesJournal of Structural Engineering-asce, 128
-
J. Zhang, D. Wu, Qi Li (2015)
Loading-history-based track–bridge interaction analysis with experimental fastener resistanceEngineering Structures, 83
-
Biao Wei, Tian-han Yang, Li-zhong Jiang (2015)
Influence of friction variability on isolation performance of a rolling-damper isolation systemJournal of Vibroengineering, 17
-
Y. Pan, A. Agrawal, M. Ghosn, S. Alampalli (2010)
Seismic Fragility of Multispan Simply Supported Steel Highway Bridges in New York State. II: Fragility Analysis, Fragility Curves, and Fragility SurfacesJournal of Bridge Engineering, 15
-
Biao Wei, Peng Wang, Menggang Yang, Li-zhong Jiang (2017)
Seismic Response of Rolling Isolation Systems with Concave Friction DistributionJournal of Earthquake Engineering, 21
-
D. Vamvatsikos, C. Cornell (2005)
Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape informationEarthquake Engineering & Structural Dynamics, 34
-
M. Shinozuka, Honorary Member, M. Feng, Jong-Heon Lee, Toshihiko Naganuma (2000)
STATISTICAL ANALYSIS OF FRAGILITY CURVES -
K. Karim, F. Yamazaki (2003)
A simplified method of constructing fragility curves for highway bridgesEarthquake Engineering & Structural Dynamics, 32
-
E. Choi, R. DesRoches, B. Nielson (2004)
Seismic fragility of typical bridges in moderate seismic zonesEngineering Structures, 26
-
G. Dai, Wenshuo Liu (2013)
Applicability of small resistance fastener on long-span continuous bridges of high-speed railwayJournal of Central South University, 20
-
Xuhui He, Teng Wu, Yun-feng Zou, Y. Chen, Hui Guo, Zhi-wu Yu (2017)
Recent developments of high-speed railway bridges in ChinaStructure and Infrastructure Engineering, 13
-
M. Randall, M. Saiidi, E. Maragakis, T. Isaković (1999)
Restrainer Design Procedures for Multi-Span Simply-Supported Bridges -
J. Steelman, E. Filipov, L. Fahnestock, J. Revell, J. LaFave, J. Hajjar, D. Foutch (2014)
Experimental behavior of steel fixed bearings and implications for seismic bridge responseJournal of Bridge Engineering, 19
-
Yuanchang Chen, Bangji Zhang, Shengzhao Chen (2014)
Model Reduction Technique Tailored to the Dynamic Analysis of a Beam Structure under a Moving LoadShock and Vibration, 2014
-
H. Hwang, John Jernigan, Yang-Wei Lin (2000)
Evaluation of Seismic Damage to Memphis Bridges and Highway SystemsJournal of Bridge Engineering, 5
-
(2015)
Seismic vulnerability analysis for prestressed concrete continuous girder bridge in high-speed railway -
M. Shinozuka, M. Feng, Ho-Kyung Kim, Sanghuk Kim (2000)
Nonlinear Static Procedure for Fragility Curve DevelopmentJournal of Engineering Mechanics-asce, 126
-
S. Ju (2013)
Improvement of bridge structures to increase the safety of moving trains during earthquakesEngineering Structures, 56
-
Young-ji Park, A. Ang (1985)
Mechanistic Seismic Damage Model for Reinforced ConcreteJournal of Structural Engineering-asce, 111
-
S. Kim, H. Mha, Sang-Woo Lee (2006)
Effects of bearing damage upon seismic behaviors of a multi-span girder bridgeEngineering Structures, 28
-
K. Karim, F. Yamazaki (2001)
Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulationEarthquake Engineering & Structural Dynamics, 30
-
J. Padgett, R. DesRoches (2008)
Methodology for the development of analytical fragility curves for retrofitted bridgesEarthquake Engineering & Structural Dynamics, 37
-
D. Vamvatsikos, C. Cornell (2002)
Incremental dynamic analysisEarthquake Engineering & Structural Dynamics, 31
-
M. Kowalsky (2002)
A displacement‐based approach for the seismic design of continuous concrete bridgesEarthquake Engineering & Structural Dynamics, 31
-
J. Mander, D. Kim, Stuart Chen, G. Premus (1996)
RESPONSE OF STEEL BRIDGE BEARINGS TO REVERSED CYCLIC LOADING
- Publisher
- SAGE
- Copyright
- © The Author(s) 2017
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1177/1369433217726894
- Publisher site
- See Article on Publisher Site
Abstract
The fixed bearings of high-speed railway continuous bridges were vulnerable during earthquakes, since they transferred most of the seismic force between the superstructure and the piers. A type of friction-based fixed bearing was used and would slide during strong earthquakes. The influence of this sliding friction action on the seismic vulnerability curves of different components in the track-bridge system was analyzed in this article. Results show that the sliding friction action of the fixed bearings can protect other components from severe damage under earthquakes. This phenomenon is more significant when the friction coefficient on the friction-based fixed bearings is reduced. However, it increases the seismic relative displacement of the fixed bearings themselves. Finally, a sufficiently large displacement capacity and an appropriate friction coefficient between 0.2 and 0.3 are almost the best combination for the friction-based fixed bearings, which can effectively protect all components of the track-bridge system, including the track structure, piers, piles, and friction-based fixed bearings themselves.
Journal
Advances in Structural Engineering – SAGE
Published: Apr 1, 2018