Ground Response in Lotung: Total Stress Analyses and Parametric Studies-Reference-Cited by-同舟云学术

Ground Response in Lotung: Total Stress Analyses and Parametric Studies

Published:2002-01 Issue:1 Volume:128 Page:54-63
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Borja Ronaldo I.¹,Duvernay Blaise G.²,Lin Chao-Hua²

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Terman Engineering Center, Stanford Univ., Stanford, CA 94305-4020.

2. Graduate Student, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282002%29128%3A1%2854%29

Reference24 articles.

1. Anderson D. G. and Tang Y. K. (1989). “Summary of soil characterization program for the Lotung large-scale seismic experiment.” Proc. EPRI/NRC/TPC Workshop on Seismic Soil-Structure Interaction Analysis Techniques Using Data from Lotung Taiwan EPRI NP-6154 1 4.1–4.20.

2. Arias A. (1970). “A measure of earthquake intensity.” in R. J. Hansen ed. Seismic Design for Nuclear Power Plants MIT Cambridge Mass. 438–483.

3. Bolt B. A. (1969). “Duration of strong motion.” Proc. 4th World Conf. on Earthquake Engineering Santiago Chile 1304–1315.

4. Multiaxial Cyclic Plasticity Model for Clays

5. Nonlinear Ground Response at Lotung LSST Site

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