Performance-Based Wind Engineering for Wood-Frame Buildings

Author:

van de Lindt John W.12,Dao Thang N.12

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Campus Delivery 1372, Fort Collins, CO 80523-1372 (corresponding author).

2. Doctoral Candidate, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, Co 80523-1372.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference18 articles.

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

2. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 ASCE Reston Va.

3. New Nonlinear Roof Sheathing Fastener Model for Use in Finite-Element Wind Load Applications

4. Ellingwood B. R. (1998). “Reliability-based performance concept for building construction.” Structural engineering world wide 1998 paper T178-4 (CD-ROM) Elsevier.

5. A comparison of general design and load requirements in building codes in Canada, Mexico, and the United States;Ellingwood B. R.;Eng. J.,1999

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