Influence of Hysteretic Behavior on Equivalent Period and Damping of Structural Systems-Reference-Cited by-同舟云学术

Influence of Hysteretic Behavior on Equivalent Period and Damping of Structural Systems

Published:2003-05 Issue:5 Volume:129 Page:576-585
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kwan Wing-Pin¹,Billington Sarah L.²

Affiliation:

1. Associate, Leslie E. Robertson Associates, 30 Broad St., 47/F, New York, NY 10004.

2. Assistant 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%282003%29129%3A5%28576%29

Reference28 articles.

1. AASHTO. (1996). Standard specifications for highway bridges American Association of State Highway and Transportation Officials 16th Ed. Washington D.C.

2. Applied Technology Council (ATC). (1978). “Tentative provisions for the development of seismic regulations for buildings.” ATC-3 Redwood City Calif.

3. ATC. (1996). “Seismic evaluation and retrofit of concrete buildings.” ATC-40 Vol. 1 Redwood City Calif.

4. Billington S. L. and Kwan W. P. (2002) “Seismic response of unbonded post-tensioned columns.” Proc. 7th National Conf. on Earthquake Engineering Earthquake Engineering Research Institute Boston.

5. Chopra A. K. (1995). Dynamics of structures Prentice-Hall New Jersey.

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