Snap-Back Testing and Estimation of Parameters for Nonlinear Response of Shallow and Pile Foundations at Cohesive Soil Sites
We are working on the development of methods for analysing the earthquake response of foundations that make use of Soil-Foundation-Structure-Interaction (SFSI) as a means of incorporating nonlinear soil deformation effects and nonlinear geometrical effects into the earthquake resistant design of f...
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| Main Authors: | , , , |
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| Format: | Proceeding |
| Language: | English |
| Published: |
2011
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| Subjects: | |
| Online Access: | http://ir.unimas.my/id/eprint/31709/1/Michael%20PENDER.pdf http://ir.unimas.my/id/eprint/31709/ |
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