Inelastic Deformation Ratios for Design and Evaluation of Structures: Single-Degree-of-Freedom Bilinear Systems-Reference-Cited by-同舟云学术

Inelastic Deformation Ratios for Design and Evaluation of Structures: Single-Degree-of-Freedom Bilinear Systems

Published:2004-09 Issue:9 Volume:130 Page:1309-1319
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chopra Anil K.¹,Chintanapakdee Chatpan²

Affiliation:

1. Johnson Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710.

2. Lecturer, Dept. of Civil Engineering, Chulalongkorn Univ., Bangkok, Thailand.

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%282004%29130%3A9%281309%29

Reference35 articles.

1. Applied Technology Council (ATC). (1996). “Seismic evaluation and retrofit of concrete buildings.” Rep. No. ATC-40 Redwood City Calif.

2. Báez J. I. and Miranda E. (2000). “Amplification factors to estimate inelastic displacement demands for the design of structures in the near field.” Proc. 12th World Conf. on Earthquake Engineering (CD-Rom) Auckland New Zealand.

3. Chopra A. K. (2001). Dynamics of structures: Theory and applications to earthquake engineering 2nd Ed. Prentice Hall Englewood Cliffs N.J.

4. Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions

5. Chopra A. K. and Chiatanapakdee C. (2003). “Inelastic deformation ratios for design and evaluation of structures.” Rep. No. EERC-2003-09 Earthquake Engineering Research Center Univ. of California at Berkeley Berkeley Calif. 〈http://eerc.berkeley.edu/reports/2003/eerc_2003_09.pdf〉

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