[1]Starossek U..; “Progressive collapse of bridges—Aspects of analysis and design”; International Symposium on Sea-Crossing Long-Span Bridges, Mokpo, Korea; February 15-17,(2006).
[2] Astaneh-Asl, A.; “ Progressive Collapse of Steel Truss Bridges, the Case of I-35W Collapse”; Proceedings of 7th International Conference on Steel Bridges, Guimarăes, Portugal(2008).
[3]Wibowo Hartanto, S.M.CSCE, Silvena S. Reshotkina and David T. Lau .; “Modelling Progressive Collapse of RC Bridges during Earthquakes”; CSCE 2009 Annual General Conference ,Congrès annuel générale annuelle SCGC (2009).
[4]Y. Liu, Han B. and Ma Xiao.; “Advances in Progressive Collapse of Bridge Structures”; Pacific Science Review.13(3), 173-81, (2011).
[5] Cai. J.G., Y.X. Xu, L.P. Zhuang, J. Feng, J. Zhang.; “Comparison of various procedures for progressive collapse analysis of cable-stayed bridges”; Journal of Zhejiang University-Science A. 13(5 323-334 ) (2012).
[6]Miyachi Kazuhiro, Shunichi Nakamura ,Akihiro Manda .; “Progressive collapse analysis of steel truss bridges and evaluation of ductility”; Journal of Constructional Steel Research 78 -192–200, (2012).
[7]Olmati Pierluigi Giuliani Luisa .; “Progressive collapse susceptibility of a long span suspension bridge”; Structures Congress 2013 © ASCE (2013).
[8]Xu Zhen, Xinzheng Lu; Hong Guan; Xiao Lu; and Aizhu Ren.; “Progressive-Collapse Simulation and Critical Region Identification of a Stone Arch Bridge”; Journal of performance constructed facilities- JANUARY/FEBRUARY (2013).
[9]Das R., A. D. Pandey, Soumya, M. J. Mahesh, P. Saini, and S. Anvesh.; “Progressive Collapse of a Cable Stayed Bridge”;12th International Conference on Vibration Problems, (2016).
[10]Jangid, R. S .; “Introduction to Earthquake Engineering ”; National Programme on Technology Enhanced Learning(NPTEL), Chapter 8 Feb, (2014) .
[11] American Association of State Highway and Transportation Officials (AASHTO), Guide Specifications for Seismic Isolation Design, (2010).
[12]PEER. Open System for Earthquake Engineering Simulations(OpenSees).Version 2.4.5, Berkeley:Pacific Earthquake Eng.Research Center,Univ.of California:[online]. 2014. http://opensees.berkeley.edu.
[13]Mazzoni S, McKenna F, Scott MH, and Fenves GL.; “OpenSees command language manual, open system for earthquake engineering simulation (OpenSees) ”; 207-211, (2006).
[14]Kent D C and Park R.; “Flexural members with confined concrete”;J. Struct. Div., ASCE, 97(7), pp.1969–1990 (1971).
[15]Simo JC and HughesT J R.; “Computational inelasticity”; New York, NY, Springer(1998).
[16] معاونت برنامهریزی و راهبردی ریاست جمهوری.(1386).نقشههای همسان پلها و عرشه پلهای راه(دهانه 10 تا 25متر) نشریه شماره294.
[17] Dao,Nhan D..,Keri L. Ryan,Eiji Sato and Tomohiro Sasaki.; “Predicting the displacement of triple pendulum™ bearings in a full-scale shaking experiment using a three-dimensional element”; Earthquake Engineering and Structural Dynamics., 42:1677–1695(2013).
[18]Mokha, A., Constantinou, M.C. and Reinhorn, A.M.; “Teflon bearings in aseismic base isolation : Experimental studies and Mathematical Modeling”;Technical Report NCEER-88-0038, (1988).
[19] Bowden,F.P ,.and Tabor,D .; “The friction and lubrication of solids part II”; Oxford,(1968).
[20]Kaewunruen S, and Remennikov A.M.; “Progressive Failure of Prestressed Concrete Sleepers under Multiple High Intensity Impact Loads”;Journal of Engineering Structures. p;31. 2460-2473 (2009).
[21]Parikh R.D and Patel P.V.; “Various Procedure for Progressive Collapse Analysis of Steel Building”;The IUP Journal of Structural Engineering, (2013).
[22]Kim H J and Christopoulos C .; “Seismic design procedure and seismic response of post-tensioned self-centering steel frames”;Earthquake Engineering and Structural Dynamics p.355–376, (2009).
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