An investigation into the Winkler modeling of the cyclic response of rigid footings

Author:

Allotey Nii,El Naggar M. Hesham

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference43 articles.

1. Allotey NK, El Naggar MH. Soil–structure interaction in performance-based design—a review. In: Predictions, analysis and design in geomechanical applications, proceedings of 11th international conference on computational methods and advances in geomechanics, vol. 3, Torino, Italy; 2005, p. 595–602.

2. Auvinet G, Mendoza MJ. Comportamiento de diversos tipos de cimentacion en la zone lascustre de la Ciudad de Mexico durante el sismo del 19 septiembre de 1985. In: Proceedings of symposium—Los Sismos de 1985: casos deMecanica de Suelos, Mexico; 1986 (in Spanish).

3. Gazetas G. SSI issues in two European projects and a recent earthquake. In: Proceedings of the 2nd US–Japan workshop on soil–structure interaction, Tsukuba, Japan; 2001.

4. Comartin CD, Keaton JR, Grant PW, Martin GR, Power MS. Transitions in seismic analysis and design procedures for buildings and their foundations. In: Proceedings of 6th workshop on the improvement of structural design and construction practice in the US and Japan. Applied Technology Council Report, ATC 15–5, Victoria, BC; 1996.

5. Reduction of structural damage by nonlinear soil response;Trifunac;J Struct Eng ASCE,1999

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