The Next Step for AF&PA/ASCE 16-95: Performance-Based Design of Wood Structures-Reference-Cited by-同舟云学术

The Next Step for AF&PA/ASCE 16-95: Performance-Based Design of Wood Structures

Author:

van de Lindt John W.¹,Li Yue²,Bulleit William M.³,Gupta Rakesh⁴,Morris Paul I.⁵

Affiliation:

1. Associate Professor, Colorado State Univ., Civil and Environmental Engineering, Campus Mail Stop 1372, Fort Collins, CO 80523-1372.

2. Assistant Professor, Michigan Technological Univ., Dept. of Civil and Environmental Engineering, 1400 Townsend Dr., Houghton, MI 49931.

3. Professor and Chair, Michigan Technological Univ., Dept. of Civil and Environmental Engineering, 1400 Townsend Dr., Houghton, MI 49931.

4. Associate Professor, Oregon State Univ., Dept. of Wood Science and Engineering, 114 Richardson Hall, Corvallis, OR 97331.

5. Durability and Protection Group Leader, FPInnovations-Forintek Division, 2665 East Mall, Vancouver BC, Canada V6T 1W5.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference57 articles.

1. ASCE. (1996). “Standard for load and resistance factor design (LRFD) for engineered wood construction (ASCE16-95).” ASCE New York.

2. ASCE. (2006). “Minimum design loads for buildings and other structures ASCE/SEI 7–05.” ASCE Reston Va.

3. ASCE. (2007). “Seismic rehabilitation of existing buildings ASCE/SEI 41-06.” ASCE Reston Va.

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