Effect of Plan Configuration on Seismic Performance of Single-Story Wood-Frame Dwellings-Reference-Cited by-同舟云学术

Effect of Plan Configuration on Seismic Performance of Single-Story Wood-Frame Dwellings

Published:2012-02 Issue:1 Volume:13 Page:24-33
ISSN:1527-6988
Container-title:Natural Hazards Review
language:en
Short-container-title:Nat. Hazards Rev.

Author:

Lucksiri Kraisorn¹²³⁴⁵,Miller Thomas H.¹²³⁴⁵,Gupta Rakesh¹²³⁴⁵,Pei Shiling¹²³⁴⁵,van de Lindt John W.¹²³⁴⁵

Affiliation:

1. Graduate Student, School of Civil and Construction Engineering and Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331.

2. Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author).

3. Professor, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, South Dakota State Univ., Brookings, SD 57006.

5. Professor and Drummond Chair, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL 35487.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Social Sciences,General Environmental Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29NH.1527-6996.0000061

Reference19 articles.

1. Applied Technology Council. (2007). “Seismic rehabilitation guidelines for detached single family wood-frame dwellings.” ATC 50-1 Redwood City CA.

2. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 Reston VA.

3. Baker J. W. (2007). “Measuring bias in structural response caused by ground motion scaling.” Proc. 8th Pacific Conf. on Earthquake Engineering Nangyang Technological Univ. Singapore.

4. Camelo V. S. Beck J. L. and Hall J. F. (2001). “Dynamic characteristics of woodframe structures.” CUREE Publication No. W-11 Richmond CA.

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