Experimental and Numerical Assessment of the Three-Dimensional Modal Dynamic Response of Bridge Pile Foundations Submerged in Water-Reference-Cited by-同舟云学术

Experimental and Numerical Assessment of the Three-Dimensional Modal Dynamic Response of Bridge Pile Foundations Submerged in Water

Published:2013-10 Issue:10 Volume:18 Page:1032-1041
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wei Kai¹,Yuan Wancheng²,Bouaanani Najib³

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; presently, Visiting Researcher, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montréal, Montréal, QC H3C 3A7, Canada.

2. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

3. Professor, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montréal, Montréal, QC H3C 3A7, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000442

Reference25 articles.

1. Current Design and Construction Practices of Bridge Pile Foundations with Emphasis on Implementation of LRFD

2. ADINA R&D. (2010). “Theory and modeling guide.” Rep. ARD 10-7 ADINA R&D Watertown MA.

3. On scattering and radiation problem for a cylinder in water of finite depth

4. Design and construction of the Sutong Bridge foundations;Bittner R. B.;Proc., DFI Specialty Seminar, Marine Foundations, Deep Foundations Institute, Hawthorne, NJ,2007

5. Assessment of potential-based fluid finite elements for seismic analysis of dam–reservoir systems

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