Generalized dynamic Winkler model for nonlinear soil–structure interaction analysis
Author:
Affiliation:
1. Department of Civil Engineering, University of British Columbia, Vancouver, BC V6T 1Z4, Canada.
2. Department of Civil and Environmental Engineering, Faculty of Engineering, University of Western Ontario, London, ON N6A 5B9, Canada.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/T07-106
Reference45 articles.
1. Allotey, N.K. 2006. Nonlinear soil–structure interaction in performance-based design. Ph.D. thesis, University of Western Ontario, London, Ont.
2. Analytical moment–rotation curves for rigid foundations based on a Winkler model
3. An investigation into the Winkler modeling of the cyclic response of rigid footings
4. Cyclic Soil Data for Design of Gravity Structures
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