State of the Art: Seismic Behavior of Wood-Frame Residential Structures-Reference-Cited by-同舟云学术

State of the Art: Seismic Behavior of Wood-Frame Residential Structures

Published:2014-04 Issue:4 Volume:140 Page:04013097
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kirkham William J.¹,Gupta Rakesh²,Miller Thomas H.³

Affiliation:

1. Ph.D. Candidate, School of Civil and Construction Engineering and Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331.

2. Professor, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author).

3. Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.

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.0000861

Reference206 articles.

1. Alsmarker T. P. (1991). “Structural diaphragms in wood-framed buildings.” Proc. Int. Timber Engineering Conf. Vol. 4 Timber Research and Development Association High Wycombe 4.354–4.361.

2. STIFFNESS OF SCREW-FASTENED, METAL-CLAD, TIMBER-FRAMED ROOF DIAPHRAGMS WITH OPENINGS IN THE SHEETING

3. ASCE. (2003). “Seismic evaluation of existing buildings.” ASCE/SEI 31-03 Reston VA.

4. ASCE. (2006). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41 Reston VA.

5. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

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