Accesso libero

Seismic Vulnerability Assessment of High-Speed Railway Bridges Using Fragility Curves and Considering Soil-Structure Interaction

INFORMAZIONI SU QUESTO ARTICOLO

Cita

[1] SHINOZUKA, M. - FENG, M. Q. - KIM, H. K. - KIM, S. H.: Nonlinear static procedure for fragility curve development. Journal of engineering mechanics, Dec. 126(12), 2000, pp.1287-1295.10.1061/(ASCE)0733-9399(2000)126:12(1287)Search in Google Scholar

[2] SHOME, N. - CORNELL, C. A. - BAZZURRO, P. - CARBALLO, J. E.: Earthquakes, records, and nonlinear responses. Earthquake Spectra, Aug. 14(3), 1998, pp. 469-500.10.1193/1.1586011Search in Google Scholar

[3] MUNTASIR BILLAH, A. H. M. - SHAHRIA ALAM, M.: Seismic fragility assessment of highway bridges: a state-of-the-art review. Structure and Infrastructure Engineering, Jun. 3, 11(6), 2015, pp. 804-832.10.1080/15732479.2014.912243Search in Google Scholar

[4] ARGYROUDIS, S. - KAYNIA, A. M.: Fragility functions of highway and railway infrastructure. In SYNER-G: Typology definition and fragility functions for physical elements at seismic risk, 2014, pp. 299-326, Springer, Dordrecht.10.1007/978-94-007-7872-6_10Search in Google Scholar

[5] VAMVATSIKOS, D. - CORNELL, C. A.: Incremental dynamic analysis. Earthquake Engineering & Structural Dynamics, Mar. 31(3), 2002, pp. 491-514.10.1002/eqe.141Search in Google Scholar

[6] VAMVATSIKOS, D. - CORNELL, C. A.: The incremental dynamic analysis and its application to performance-based earthquake engineering. In Proceedings of the 12th European conference on earthquake engineering, Sep. Vol. 40, 2002.Search in Google Scholar

[7] MITA, A. - TAKAHIRA, S.: Damage index sensor for smart structures. Structural Engineering and Mechanics, Mar. 1, 17(3-4), 2004, pp. 331-346.10.12989/sem.2004.17.3_4.331Search in Google Scholar

[8] GHOBARAH, A. - ABOU-ELFATH, H. - BIDDAH, A.: Response-based damage assessment of structures. Earthquake engineering & structural dynamics, Jan. 28(1), 1999, pp. 79-104.10.1002/(SICI)1096-9845(199901)28:1<79::AID-EQE805>3.0.CO;2-JSearch in Google Scholar

[9] BOZORGNIA, Y. - BERTERO, V. V.: Improved shaking and damage parameters for post-earthquake applications. InProc., SMIP01 Seminar on Utilization of Strong-Motion Data, Sep. 12, 2001, pp. 1-22. California Division of Mines and Geology.Search in Google Scholar

[10] POWELL, G. H. - ALLAHABADI, R.: Seismic damage prediction by deterministic methods: concepts and procedures. Earthquake engineering & structural dynamics, Jul,16(5), 1988, pp. 719-734.10.1002/eqe.4290160507Search in Google Scholar

[11] PARK, Y. J. - ANG, A. H. S. - WEN, Y. K.: Seismic damage analysis of reinforced concrete buildings. Journal of Structural Engineering, Apr. 111(4), 1985, pp. 740-757.10.1061/(ASCE)0733-9445(1985)111:4(740)Search in Google Scholar

[12] PARK, Y.J. - ANG, A.H.S.: Mechanistic seismic damage model for reinforced concrete. Journal of structural engineering, Apr. 111(4), 1985, pp. 722-739.10.1061/(ASCE)0733-9445(1985)111:4(722)Search in Google Scholar

[13] HWANG, H. - JERNIGAN, J. B. - LIN, Y. W.: Evaluation of seismic damage to Memphis bridges and highway systems. Journal of Bridge Engineering, Nov. 5(4), 2000, pp. 322-330.10.1061/(ASCE)1084-0702(2000)5:4(322)Search in Google Scholar

[14] NIELSON, B.G. - DESROCHES, R.: Analytical seismic fragility curves for typical bridges in the central and southeastern United States. Earthquake Spectra, Aug. 23(3), 2007, pp. 615-633.10.1193/1.2756815Search in Google Scholar

[15] PADGETT, J.E. - DESROCHES, R. Methodology for the development of analytical fragility curves for retrofitted bridges. Earthquake Engineering & Structural Dynamics, Jul. 10, 37(8), 2008, pp. 1157-1174.10.1002/eqe.801Search in Google Scholar

[16] RAHMAN BHUIYAN, M. A. - ALAM, M. S.: Seismic vulnerability assessment of a multi-span continuous highway bridge fitted with shape memory alloy bars and laminated rubber bearings. Earthquake Spectra, Nov. 28(4), 2012, pp. 1379-1404.10.1193/1.4000089Search in Google Scholar

[17] BANERJEE, S. - SHINOZUKA, M.: Mechanistic quantification of RC bridge damage states under earthquake through fragility analysis. Probabilistic Engineering Mechanics, Jan. 1, 23(1), 2008, pp. 12-22.10.1016/j.probengmech.2007.08.001Search in Google Scholar

[18] SHINOZUKA, M. - KIM, S. H. - KUSHIYAMA, S. - YI, J. H.: Fragility curves of concrete bridges retrofitted by column jacketing. Earthquake Engineering and Engineering Vibration, Dec. 1, 1(2), 2002, pp. 195-205.10.1007/s11803-002-0065-2Search in Google Scholar

[19] ZHANG, J. - HUO, Y.: Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method. Engineering Structures, Aug. 1, 31(8), 2009, pp. 1648-1660.10.1016/j.engstruct.2009.02.017Search in Google Scholar

[20] KWON, O. S. - ELNASHAI, A. S.: Fragility analysis of a highway over-crossing bridge with consideration of soil–structure interactions. Structure and Infrastructure Engineering, Feb. 1, 6(1-2), 2010, pp. 159-178.10.1080/15732470802663870Search in Google Scholar

[21] PARK, J. - CHOI, E.: Fragility analysis of track-on steel-plate-girder railway bridges in Korea. Engineering Structures, Mar. 1, 33(3), 2011, pp. 696-705.10.1016/j.engstruct.2010.09.028Search in Google Scholar

[22] SeismoStruct Verification Report. Product by Seismosoft Earthquake Engineering Software Solutions. [https://seismosoft.com/].Search in Google Scholar

[23] FEMA 356. Pre-standard and commentary for the seismic rehabilitation of buildings. Washington, D.C.: Federal Emergency Management Agency, 2000.Search in Google Scholar

[24] MANDER, J. B. - PRIESTLEY, M. J. - PARK, R.: Theoretical stress-strain model for confined concrete. Journal of structural engineering, Aug. 114(8), 1988, pp. 1804-1826.10.1061/(ASCE)0733-9445(1988)114:8(1804)Search in Google Scholar

[25] MENEGOTTO, M. - PINTO, P. E.: Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending. IABSE symposium of resistance and ultimate deformability of structures acted on by well-defined repeated loads, Vol. 13, Lisbon, Portugal, International Association of Bridge and Structural Engineering, 1973, pp. 15-22.Search in Google Scholar

[26] GAZETAS, G.: Formulas and charts for impedances of surface and embedded foundations. Journal of geotechnical engineering, Sep. 117(9), 1991, pp. 1363-1381.10.1061/(ASCE)0733-9410(1991)117:9(1363)Search in Google Scholar

[27] VAMVATSIKOS, D.: Incremental Dynamic Analysis, 2014. In: BEER, M. – KOUGIOUMTZOGLOU, I. – PATELLI, E. – AU, I. K.: (eds) Encyclopedia of Earthquake Engineering. Springer, Berlin, Heidelberg.Search in Google Scholar

eISSN:
2199-6512
ISSN:
1336-5835
Lingua:
Inglese