Seismic History Analysis of Asymmetric Buildings with Soil–Structure Interaction-Reference-Cited by-同舟云学术

Seismic History Analysis of Asymmetric Buildings with Soil–Structure Interaction

Published:2009-02 Issue:2 Volume:135 Page:101-112
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lin Jui-Liang¹²³,Tsai Keh-Chyuan¹²³,Miranda Eduardo¹²³

Affiliation:

1. Associate Research Fellow, National Center for Research on Earthquake Engineering, 200, Section 3, XinHai Rd., Taipei 106, Taiwan; formerly, NTU Ph.D. Student.

2. Director, National Center for Research on Earthquake Engineering, 200, Section 3, XinHai Rd., Taipei 106, Taiwan; Professor, Dept. of Civil Engineering, National Taiwan Univ. (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282009%29135%3A2%28101%29

Reference20 articles.

1. Modal damping for torsionally coupled buildings on elastic foundation

2. Bielak J. (1971). “Earthquake response of building-foundation system.” Rep. No. EERL 71–04 Earthquake Research Laboratory California Institute of Technology Pasadena Calif.

3. Modal analysis for building-soil interaction;Bielak J.;J. Engrg. Mech. Div.,1976

4. Foundation compliance effects on earthquake response spectra;Castelloni A.;J. Soil Mech. and Found. Div.,1970

5. A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings

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