Damage Assessment of a Full-Scale Six-Story Wood-Frame Building Following Triaxial Shake Table Tests-Reference-Cited by-同舟云学术

Damage Assessment of a Full-Scale Six-Story Wood-Frame Building Following Triaxial Shake Table Tests

Published:2012-02 Issue:1 Volume:26 Page:17-25
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

van de Lindt John W.¹²³⁴⁵,Gupta Rakesh¹²³⁴⁵,Pei Shiling¹²³⁴⁵,Tachibana Kazuki¹²³⁴⁵,Araki Yasuhiro¹²³⁴⁵,Rammer Douglas¹²³⁴⁵,Isoda Hiroshi¹²³⁴⁵

Affiliation:

1. Professor and Garry Neil Drummond Endowed Chair, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL (corresponding author).

2. Professor, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, South Dakota State Univ., Brookings, SD.

4. Ph.D. Candidate, Univ. of Tokyo, Tokyo, Japan.

5. Professor, Kobe Univ., Kobe, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000202

Reference14 articles.

1. California Building Standards Commission (CBSC). (2007). California building standards code CBSC Sacramento CA.

2. Christovasilis I. P. Filiatrault A. and Wanitkorkul A. (2007). “Seismic testing of a full-scale two-story light-frame wood building: NEESWood benchmark test.” NEESWood Rep. No. NW-01 Network for Earthquake Engineering Simulation (NEES) Buffalo NY.

3. Consortium of Universities for Research in Earthquake Engineering (CUREE). (1998). “Damage to wood buildings in the Northridge earthquake.” CUREE-Caltech Woodframe Project Newsletter No.1 CUREE Richmond CA.

4. Experimental Seismic Response of a Full-Scale Light-Frame Wood Building

5. Performance-Based Seismic Design of Wood Framed Buildings

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