Effects of Ground Motion Parameters and Cyclic Degradation Behavior on Collapse Response of Steel Moment-Resisting Frames-Reference-Cited by-同舟云学术

Effects of Ground Motion Parameters and Cyclic Degradation Behavior on Collapse Response of Steel Moment-Resisting Frames

Published:2006-10 Issue:10 Volume:132 Page:1553-1562
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chang Heui-Yung¹²,Kawakami Hideji¹²

Affiliation:

1. Research fellow, Geosphere Research Institute of Saitama Univ., 225 Shimo-okubo, Sakura-ku, Saitama-shi, 338-8570 Japan.

2. Professor, Geosphere Research Institute of Saitama Univ., 225 Shimo-okubo, Sakura-ku, Saitama-shi, 338-8570 Japan (corresponding author).

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%282006%29132%3A10%281553%29

Reference47 articles.

1. Bazzurro P. Sjoberg B. and Luco N. (2004). “Postelastic response of structures to synthetic ground motions.” Rep. for Pacific Earthquake Engineering Research (PEER) Center Lifelines Program Project 1G00 Addenda PEER.

2. Bonowitz D. and Youssef N. (1995). “SAC survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake.” Tech. Rep. 95–06: Surveys and assessment of damage to buildings affected by the Northridge Earthquake of January 17 1994 SAC Joint Venture Sacramento Calif. 2.1–2.169.

3. Stochastic simulation of high-frequency ground motions based on seismological methods of the radiated spectra;Boore D. M.;Bull. Seismol. Soc. Am.,1983

4. Phase Derivatives and Simulation of Strong Ground Motions

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