Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures

Author:

Kwok Annie O. L.12345,Stewart Jonathan P.12345,Hashash Youssef M. A.12345,Matasovic Neven12345,Pyke Robert12345,Wang Zhiliang12345,Yang Zhaohui12345

Affiliation:

1. Project Engineer, Praad Geotechnical Inc., 5465 South Centinela Ave., Los Angeles, CA 90066-6942.

2. Professor and Vice Chair, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles 5731 Boelter Hall, Los Angeles, CA 90095 (corresponding author). E-mail: jstewart@seas.ucla.edu

3. Associate Professor, Dept. of Civil and Environmental Engineering, RM 2230C NCEL, MC-250, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

4. Associate, GeoSyntec Consultants, 2100 Main St., Ste. 150, Huntington Beach, CA 92648.

5. Consulting Engineer, 1076 Carol Lane, No. 136, Lafayette, CA 94549.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference35 articles.

1. An equivalent linear algorithm with frequency- and pressure-dependent moduli and damping for the seismic analysis of deep sites

2. Darendeli M. (2001). “Development of a new family of normalized modulus reduction and material damping curves.” Ph.D. thesis Dept. of Civil Engineering Univ. of Texas Austin Tex.

3. Electric Power Research Institute. (1993). “Guidelines for determining design basis ground motions.” Rep. No. EPRI TR-102293 Appendix 7A Electric Power Research Institute.

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