Static equivalent method for the kinematic interaction analysis of single piles-Reference-Cited by-同舟云学术

Static equivalent method for the kinematic interaction analysis of single piles

Published:2010-08 Issue:8 Volume:30 Page:679-690
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Dezi Francesca,Carbonari Sandro,Leoni Graziano

Publisher

Elsevier BV

Subject

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

Reference30 articles.

1. Tazoh T., Dewa K., Shimizu K., Shimada M. Observations of earthquake response behavior of foundation piles for road bridge. In: Proceedings of the Eighth world conference on earthquake engineering, San Francisco, 1984, pp. 577–584

2. Pile damage during earthquake in Japan;Mizuno,1987

3. Seismic observations and analysis of grouped piles;Tazoh,1987

4. Soil-pile-superstructure interaction in liquefying sand and soft clay. PhD Thesis;Wilson,1998

5. Shaking Table Scale Model Tests of Nonlinear Soil Pile Superstructure Interaction in Soft Clay. Ph.D. Thesis;Meymand,1998

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