Effect of Nonlinear Soil Behavior on Inelastic Seismic Response of a Structure-Reference-Cited by-同舟云学术

Effect of Nonlinear Soil Behavior on Inelastic Seismic Response of a Structure

Published:2004-06 Issue:2 Volume:4 Page:104-114
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kim Yong-Seok¹,Roesset Jose M.²

Affiliation:

1. Professor, Dept. of Architectural Engineering, Mokpo National Univ., Mokpo 534-729, Korea; formerly, Visiting Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

2. Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282004%294%3A2%28104%29

Reference14 articles.

1. Darendeli M. B. (2001). “Development of a new family of normalized modulus reduction and material damping.” PhD dissertation The Univ. of Texas at Austin Austin Tex.

2. International Conference of Building Officials (IBCO). (1997). Uniform building code Whittier Calif. 2-9–2-38.

3. Kausel E. (1974). “Forced vibrations of circular foundations on layered media.” Research Rep. No. R74-11 Dept. of Civil Engineering Massachusetts Institute of Technology Cambridge Mass.

4. Kim Y.-S. (1987). “Dynamic response of structures on pile foundations.” PhD dissertation The Univ. of Texas at Austin Austin Tex.

5. Effects of nonlinear soil characteristics on the dynamic stiffnesses of a foundation–soil system excited with the horizontal motion.;Kim Y.-S.;J. Earthquake Eng. Soc. Korea,2000

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