Estimating Seismic Demands for Isolation Bearings with Building Overturning Effects-Reference-Cited by-同舟云学术

Estimating Seismic Demands for Isolation Bearings with Building Overturning Effects

Published:2006-07 Issue:7 Volume:132 Page:1118-1128
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ryan Keri L.¹²,Chopra Anil K.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, 4110 Old Main Hill, Utah State Univ., Logan, UT 84322-4110.

2. Johnson Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Berkeley, Berkeley, CA 94720.

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%3A7%281118%29

Reference24 articles.

1. Aiken I. D. Kelly J. M. and Tajirian F. F. (1989). “Mechanics of low shape factor elastomeric seismic isolation bearings.” Rep. UCB/EERC-89/13 Earthquake Engineering Research Center Univ. of California Berkeley Calif.

2. Clark P. W. Aiken I. D. and Kelly J. M. (1997). “Experimental studies of the ultimate behavior of seismically-isolated structures.” Rep. UCB/EERC-97/18 Earthquake Engineering Research Center Univ. of California Berkeley Calif.

3. Displacement Control and Uplift Restraint for Base‐Isolated Structures

4. Griffith M. C. Kelly J. M. Coveney V. A. and Koh C.-G. (1988). “Experimental evaluation of medium-rise structures subject to uplift.” Rep. UCB/EERC-88/02. Earthquake Engineering Research Center Univ. of California Berkeley Calif.

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