**Numerical Modelling of the Seismic Behaviour of Gravity-Type Quay Walls**

Babak Ebrahimian

**Author details**

Russia

**References**

Vitaly Yurtaev1,2\* and Reza Shafiei1,2

[1] FEMA 356(2000). table , 6-8.

2001, 425-450.

\*Address all correspondence to: vitalijj@gmail.com

256 Engineering Seismology, Geotechnical and Structural Earthquake Engineering

\*Address all correspondence to: vitalijj@hotmail.com

2 Washington State University, Pullman, WA, USA

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1 Moscow State University of Railways, Department Of Civil Engineering, (MIIT), Moscow,

[2] Priestley, M. J. N. Frieder Seible, Gian Michele. Seismic Design and Retrofit of Bridges,

[3] Pui-shum, B. Shing, National Science Foundation (U. S.), Tadaaki Tanabe, Nihon Gakujutsu Shinkōkai, National Science Foundation (U.S.), Nihon Konkurīto Kōgaku Kyōkai, Nihon Gakujutsu Shinkōkai, Nihon Konkurīto Kōgaku Kyōkai, Modeling of inelastic behavior of RC structures under seismic loads, ASCE Publications, (2001). p.,

[4] Rainer, J. H, & Vanselst, A. Dynamic properties of Lions Gate Bridge', Proc. Conf. on Dynamic Response of Structures: Instrumentation,.esting Methods and System

[5] Rainer, J. H, & Pernica, G. Dynamic.esting of a Modern Concrete Bridge, National

[6] Nishimura, A, & Haya, H. Assessment of the structural integrity of bridge foundation

[7] Shepherd, R, & Sidewell, G. K. Investigations of the dynamic properties of concrete bridges, 4th Australian Conf. on the Mechanics of Structures and Materials, University

[8] Dougla, B. M, Drown, C. D, & Gordon, M. L. Experimental dynamics of highway bridges', in G. Hart (ed.) Proc. Specialty Conf. on Dynamic Response of Structures, Experimentation, Observation, Prediction and Control, ASCE, New York, (1981). , 698.

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Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/55027
