Experimental Seismic Response of a Full-Scale Six-Story Light-Frame Wood Building-Reference-Cited by-同舟云学术

Experimental Seismic Response of a Full-Scale Six-Story Light-Frame Wood Building

Published:2010-10 Issue:10 Volume:136 Page:1262-1272
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

van de Lindt John W.¹²³⁴⁵,Pei Shiling¹²³⁴⁵,Pryor Steven E.¹²³⁴⁵,Shimizu H.¹²³⁴⁵,Isoda H.¹²³⁴⁵

Affiliation:

1. Professor and Drummond Chair, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL 35487; formerly, Associate Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372 (corresponding author).

2. Assistant Professor, Dept. of Civil and Environmental Engineering, South Dakota State Univ., Brookings, SD 57006; formerly, Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-137.

3. International Director of Building Systems, Simpson Strong Tie Company, Pleasanton, CA.

4. Researcher, National Research Institute for Earth Science and Disaster Prevention/E-Defense, Miki City, Japan.

5. Associate Professor, Dept. of Architecture, Faculty of Engineering, Shinshu Univ., Nagano, Japan.

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.0000222

Reference7 articles.

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

2. Seismic Testing of Two-Story Woodframe House: Influence of Wall Finish Materials

3. International Conference of Building Officials (ICBO). (1988). “Uniform Building Code 1988 ed.” Proc. Int. Conf. of Building Officials Whittier CA.

4. Mosalam K. M. Mochado C. Gliniorz K. U. Naito C. Kurkel E. and Mahin S. A. (2003) “Seismic evaluation of an asymmetric three-story woodframe building” CUREE Rep. No . W-19.

5. Simplified Direct Displacement Design of Six-Story Woodframe Building and Pretest Seismic Performance Assessment

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