Three-Dimensional Seismic Response of a Large Embedded Structure and Induced Earth Pressure

Author:

Li John1,Kim Kyungtae2,Elgamal Ahmed3ORCID

Affiliation:

1. Graduate Student, Dept. of Structural Engineering, Univ. of California San Diego, La Jolla, CA 92093-0085.

2. Postdoctoral Associate, Dept. of Structural Engineering, Univ. of California San Diego, La Jolla, CA 92093-0085.

3. Professor, Dept. of Structural Engineering, Univ. of California San Diego, La Jolla, CA 92093-0085 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference37 articles.

1. A simplified model for lateral response of large diameter caisson foundations—Linear elastic formulation

2. Baltaji O. O. A. Numanoglu S. Veeraraghavan Y. M. Hashash J. L. Coleman and C. Bolisetti. 2017. “Non-linear time domain site response and soil structure analyses for nuclear facilities using MASTODON.” In Proc. 24th Int. Conf. on Structural Mechanics in Reactor Technology. Busan Korea.

3. Conserving energy and momentum in nonlinear dynamics: A simple implicit time integration scheme

4. Domain Reduction Method for Three-Dimensional Earthquake Modeling in Localized Regions, Part I: Theory

5. Linear and nonlinear soil-structure interaction analysis of buildings and safety-related nuclear structures

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