Damage and Damage Prediction for Wood Shearwalls Subjected to Simulated Earthquake Loads-Reference-Cited by-同舟云学术

Damage and Damage Prediction for Wood Shearwalls Subjected to Simulated Earthquake Loads

Published:2006-05 Issue:2 Volume:20 Page:176-184
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

van de Lindt John W.¹²,Gupta Rakesh¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Colorado State Univ., Mail Stop 1372, Fort Collins, CO 80523-1372 (corresponding author). E-mail: jwv@engr.colostate.edu

2. Associate Professor, Dept. of Wood Science and Engineering, Oregon State Univ., 114 Richardson Hall, Corvallis, OR 97331-5751. E-mail: rakesh.gupta@oregonstate.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3828%282006%2920%3A2%28176%29

Reference32 articles.

1. American Society of Civil Engineers. (1996). “Standard for load and resistance factor design (LRFD) for engineered wood construction.” AF&PA/ASCE 16-95 Reston Va.

2. Cornell C. A. Vamvatsikos D. Jalayer F. and Luco N. (2000). “Seismic reliability of steel frames.” Proc. 9th IFIP WG 7.5 Working Conf. on Reliability and Optimization of Structural Systems Ann Arbor Mich.

3. de Melo e Silva H. A. (2003). “A mechanistic damage model for wood shearwalls.” M.S. thesis Michigan Technological Univ. Houghton Mich.

4. Formulas for wood shear walls;Easly J. T.;J. Struct. Div. ASCE,1982

5. Fragility Assessment of Light-Frame Wood Construction Subjected to Wind and Earthquake Hazards

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