Evaluation of seismic behaviour of railway bridges considering track-bridge interaction

Ehsan Dehghani; Maryam Najafi Zadeh; Azam Nabizadeh

doi:10.7409/rabdim.019.004

Published: 2019-03-31

Vol. 18 No. 1 (2019)

Evaluation of seismic behaviour of railway bridges considering track-bridge interaction

Ehsan Dehghani , Maryam Najafi Zadeh , Azam Nabizadeh

Section: Articles

https://doi.org/10.7409/rabdim.019.004

Abstract

Railway bridges have historically performed well in the previous earthquakes. Although this performance has qualitatively been studied in some references such as AREMA code, no quantitative criteria has been proposed for it. Thus, this study aims to present quantitative criteria for railway bridge performance under seismic loads. In the paper, seismic behaviour of railway bridges, with and without track-bridge interaction (TBI), is calculated through finite element modeling. Pushover and incremental dynamic analyses, are utilized to assess the proposed method, considering fourteen records of the past earthquakes. The results clearly show superior performance of the proposed model with track system, in which the deck displacement, base shear, and plastic rotation decrease by 70%-90%, 20%-83%, and 85%-100%, respectively. Finally, two equations are proposed to calculate deck displacement and base shear of railway bridges without performing track-bridge interaction (TBI) by Peak Ground Acceleration (PGA) of the applied record approximately.

Keywords:

incremental dynamic analysis (IDA), nonlinear analysis, pushover analysis, railway bridge, track-bridge interaction (TBI).

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Dehghani, E., Zadeh, M. N., & Nabizadeh, A. (2019). Evaluation of seismic behaviour of railway bridges considering track-bridge interaction. Roads and Bridges - Drogi I Mosty, 18(1), 51–66. https://doi.org/10.7409/rabdim.019.004

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References

Esveld I.C.: A better understanding of continuous welded rail track. Parameters, 1, 1996, 9-6
Google Scholar

Bruneau M.: Performance of steel bridges during the 1995 Hyogoken-Nanbu (Kobe, Japan) earthquake–a North American perspective. Engineering Structures, 20, 12, 1998, 1063-1078
Google Scholar

Biondi B., Muscolino G., Sofi A.: A substructure approach for the dynamic analysis of train-track-bridge system. Computers & structures, 83, 28-30, 2005, 2271-2281
Google Scholar

Bu Y.Z.: Research on the transmission mechanism of longitudinal force for highspeed railway bridges. Ph. D. Dissertation in Civil Engineering, Southwest Jiaotong University, 1998
Google Scholar

Read D., LoPresti J.: Management of rail neutral temperature and longitudinal rail forces. Railway Track and Structures, 101, 8, 2005, 18-19
Google Scholar

Ruge P., Birk C.: Longitudinal forces in continuously welded rails on bridgedecks due to nonlinear track-bridge interaction. Computers & structures, 85, 7-8, 2007, 458-475
Google Scholar

Xu Q.Y., Zhang X.J.: Longitudinal forces characteristic of Bogl longitudinal connected ballastless track on high-speed railway bridge [J]. Journal of Central South University: Science and Technology, 40, 2, 2009, 526-532
Google Scholar

Yan B., Dai G.L., Zhang H.P.: Beam-track interaction of high-speed railway bridge with ballast track. Journal of Central South University, 19, 5, 2012, 1447-1453
Google Scholar

Battini J.M., Ülker-Kaustell M.: A simple finite element to consider the non-linear influence of the ballast on vibrations of railway bridges. Engineering structures, 33, 9, 2011, 2597-2602
Google Scholar

Dai G.L., Liu W.S.: Applicability of small resistance fastener on long-span continuous bridges of high-speed railway. Journal of Central South University, 20, 5, 2013, 1426-1433
Google Scholar

Rauert T., Bigelow H., Hoffmeister B., Feldmann M.: On the prediction of the interaction effect caused by continuous ballast on filler beam railway bridges by experimentally supported numerical studies. Engineering Structures, 32, 12, 2010, 3981-3988
Google Scholar

AREMA. Seismic Design For Railway Structures. American Railway Engineering and Maintenance-of-Way Association, Washington, United States, 2006
Google Scholar

Khan M.A.: Earthquake-Resistant Structures: Design, Build, and Retrofit. Butterworth-Heinemann, 2013
Google Scholar

He X., Kawatani M., Hayashikawa T., Matsumoto T.: Numerical analysis on seismic response of Shinkansen bridge-train interaction system under moderate earthquakes. Earthquake engineering and engineering vibration, 10, 1, 2011, 85-97
Google Scholar

Zhao Z., Wu G., Ali E., Wang X., Kou C.: Rock slope stability evaluation in static and seismic conditions for left bank of Jinsha River Bridge along Lijiang-Xamgyi’nyilha railway, China. Journal of Modern Transportation, 20, 3, 2012, 121-128
Google Scholar

Yan B., Liu S., Pu H., Dai G., Cai X.: Elastic-plastic seismic response of CRTS II slab ballastless track system on high-speed railway bridges. Science China Technological Sciences, 60, 6, 2017, 865-871
Google Scholar

Caglayan O., Ozakgul K., Tezer O., Uzgider E.: Evaluation of a steel railway bridge for dynamic and seismic loads. Journal of Constructional Steel Research, 67, 8, 2011, 1198-1211
Google Scholar

Mu D., Gwon S.G., Choi D.H.: Dynamic responses of a cable-stayed bridge under a high speed train with random track irregularities and a vertical seismic load. International Journal of Steel Structures, 16, 4, 2016, 1339-1354
Google Scholar

Ryjáček P., Vokáč M.: Long-term monitoring of steel railway bridge interaction with continuous welded rail. Journal of Constructional Steel Research, 99, 2014, 176-186
Google Scholar

Dai G.L., Yan B.: Longitudinal forces of continuously welded track on high-speed railway cable-stayed bridge considering impact of adjacent bridges. Journal of Central South University, 19, 8, 2012, 2348-2353
Google Scholar

Ruge P., Widarda D.R., Schmälzlin G., Bagayoko L.: Longitudinal track-bridge interaction due to sudden change of coupling interface. Computers & Structures, 87, 1-2, 2009, 47-58
Google Scholar

UIC774-3. Track-bridge interaction. Union Internationale des Chemins de fer, Paris, 2001
Google Scholar

EN13764-1:2002 Railway applications - Track - Rail - Part 1. European Standard, Brussles
Google Scholar

Zhang J., Wu D.J., Li Q.: Loading-history-based track-bridge interaction analysis with experimental fastener resistance. Engineering Structures, 83, 2015, 62-73
Google Scholar

Ryjáček P., Howlader M.M., Vokáč M., Stollenwerk B., Ondovčák P.: The rail-bridge interaction-recent advances with ERS fastening system for steel bridges. Transportation Research Procedia, 14, 2016, 3972-3981
Google Scholar

CALTRANS. Seismic design criteria. California Department of Transportation, Sacramento, California, 2004
Google Scholar

Shinde D., Nair Veena V., Pudale Yojana M.: Pushover analysis of multi story building. International Journal of Research in Engineering and Technology, 3, 2014, 691-693
Google Scholar

FEMA-350 Recommended Seismic Design Criteria for new steel moment-frame buildings. Federal Emergency Management Agency, Washington, D.C., 2000
Google Scholar

Bertero V.V.: Strength and deformation capacities of buildings under extreme environments. Structural engineering and structural mechanics, 53, 1, 1977, 29-79
Google Scholar

Chopra A.K., Goel R.K.: A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake engineering & structural dynamics, 31, 3, 2002, 561-582
Google Scholar

Chopra A.K., Goel, R.K.: A modal pushover analysis procedure to estimate seismic demands for unsymmetric plan buildings. Earthquake engineering & structural dynamics, 33, 8, 2004, 903-927
Google Scholar

Vamvatsikos D., Cornell C.A.: Incremental dynamic analysis. Earthquake Engineering & Structural Dynamics, 31, 3, 2002, 491-514
Google Scholar

Shome N., Cornell C.A.: Normalization and scaling accelerograms for nonlinear structural analysis. Proceedings of the 6th US National Conference on Earthquake Engineering, 1-12 May 1998, Seattle, Earthquake Engineering Research Institute, Oakland (CD-ROM)
Google Scholar

Strong Motion Database. Pacific Earthquake Engineering Research (PEER), 2005
Google Scholar

Ehsan Dehghani

Dehghani@qom.ac.ir

Affiliation:

University of Qom, Department of civil engineering, Khodakaram Blvd., 37195-1519 Qom, Iran

Maryam Najafi Zadeh

Affiliation:

University of Qom, Department of civil engineering, Khodakaram Blvd., 37195-1519 Qom, Iran

Azam Nabizadeh

Affiliation:

University of Wisconsin-Milwaukee, Department of Civil and Environmental Engineering, Milwaukee, WI 53211, U.S.A

Evaluation of seismic behaviour of railway bridges considering track-bridge interaction

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Ehsan Dehghani

Maryam Najafi Zadeh

Azam Nabizadeh