Gravity and Wind Load Path Analysis of a Light-Frame and a Traditional Timber Frame Building-Reference-Cited by-同舟云学术

Gravity and Wind Load Path Analysis of a Light-Frame and a Traditional Timber Frame Building

Published:2014-12 Issue:4 Volume:20 Page:
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Malone Brian P.¹,Miller Thomas H.²,Gupta Rakesh³

Affiliation:

1. Graduate Research Assistant, 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.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AE.1943-5568.0000136

Reference28 articles.

1. Al Mamun A. Ghasan D. Ni C. Mohammad M. Chui Y. H. and Asiz A. (2011). “Alternative bracing systems in light-wood frame buildings.” Proc. Canadian Society for Civil Engineering 2011 General Conf. Montréal.

2. American Forest and Paper Association (AF&PA). (2005a). “National design specification for wood construction (NDS).” American National Standards Institute/American Forest and Paper Association (ANSI/AF&PA) Washington DC.

3. American Forest and Paper Association (AF&PA). (2005b). “Special design provisions for wind and seismic.” American National Standards Institute/American Forest and Paper Association (ANSI/AF&PA) Washington DC.

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