Pounding of an 18-Story Building During Recorded Earthquakes-Reference-Cited by-同舟云学术

Pounding of an 18-Story Building During Recorded Earthquakes

Published:2012-12 Issue:12 Volume:138 Page:1530-1544
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rojas Fabian R.¹,Anderson James C.²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Chile, 8370449; formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089. (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA.

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%29ST.1943-541X.0000541

Reference22 articles.

1. Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems

2. Use of collision shear walls to minimize seismic separation and to protect adjacent buildings from collapse due to earthquake-induced pounding

3. An investigation of earthquake induced pounding between adjacent buildings

4. Bertero V. V. (1986). “Observations of structural pounding.” Proc. Int. Conf. The Mexico Earthquake 1985: Factors involved and lessons learned ASCE New York 264–278.

5. Bertero V. V. and Collins R. G. (1973). “Investigation of the failures of the olive view stair-towers during San Fernando earthquake and their implications on seismic design.” Report No. EERC 73-26 Earthquake Engineering Research Center Univ. of California Berkeley CA.

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