Cyclic Analysis of Wood Shear Walls-Reference-Cited by-同舟云学术

Cyclic Analysis of Wood Shear Walls

Published:2001-04 Issue:4 Volume:127 Page:433-441
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Folz Bryan¹²³,Filiatrault Andre¹²³

Affiliation:

1. Member, ASCE

2. Visiting Assoc. Prof., Dept. of Struct. Engrg., Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.

3. Prof., Dept. of Struct. Engrg., Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085 (corresponding author). E-mail: afiliatrault@ucsd.edu

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%290733-9445%282001%29127%3A4%28433%29

Reference34 articles.

1. Batoz J. L. and Dhatt G. ( 1979). “Incremental displacement algorithms for nonlinear problems.” Int. J. Numer. Methods in Engrg. 14 1262–1267.

2. Finite-Element Model for Nailed Wood Joints under Reversed Cyclic Load

3. Commins A. and Gregg R. C. ( 1994). “Effect of hold-downs and stud-frame systems on the cyclic behavior of wood shear walls.” Proc. Res. Needs Workshop on Anal. Des. and Testing of Timber Struct. under Seismic Loads G. C. Foliente ed. Forest Products Lab. University of California Richmond Calif. 142–146.

4. Dolan J. D. ( 1989). “The dynamic response of timber shear walls.” PhD thesis University of British Columbia Vancouver.

5. Structural Analysis Model for Static Loads on Timber Shear Walls

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