2Ramanathan K, DesRoches R, Padgett J E. A comparison of pre-and post-seismic design con- siderations in moderate seismic zones through the fragility assessment of multispan bridge classes [ J ]. Engineering Structures, 2011 (45) : 559 - 573.
3Shamsabadi A, Kyle M R, Mike K. Nonlinear soil-abutment-bridge structure interaction for seismic performance-based design [ J ]. Journal of Geotechnical and Geoenvironmental, 2007, 133:707 - 720.
4Bozorgzadeh A, Megally S, Restrepo J, et al. Capacity evaluation of exterior sacrificial shear keys of bridge abutments [J]. Journal of Bridge Engineering,2006,11 (5) :555 - 565.
5Linzell D G, Nadakuditi V P. Parameters influ- encing seismic response of horizontally curved, steel, I-girder bridges [J].Steel and Composite Structures,2011,11 ( 1 ) :21 -38.
6Seo J, Linzell D G. Horizontally curved steel bridge seismic vulnerability assessment [ J ]. Engineering Structures ,2012,34:21 - 32.
7Vladimirs G, Yurijs S. Definition of Poisson' s ratio of elastomers [ J ]. Engineering for Rural Development,2011,26 (5) :428 - 433.
8Kallio M, Lindroos T, Aalto S, et al. Dynamic compression testing of a tunable spring element consisting of a magnetorheological elastomer [ J ]. Smart Materials and Structures, 2007 (16) :506 -514.
9Waugh J. Nonlinear analysis of T-shaped con- crete walls subjected to multidirectional dis- placements [ D ]. Ames, Iowa, USA: Iowa State University, 2009.
10Karthik R. Next generation seismic fragility curves for California bridges incorporating the evolution in seismic design philosophy [ D ]. Atlanta, Georgia, USA: Georgia Institute of Technology, 2012.
