Quantitative Insight into Rational Tornado Design Wind Speeds for Residential Wood-Frame Structures Using Fragility Approach-Reference-Cited by-同舟云学术

Quantitative Insight into Rational Tornado Design Wind Speeds for Residential Wood-Frame Structures Using Fragility Approach

Published:2014-07 Issue:7 Volume:140 Page:04014033
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Amini M. Omar¹,van de Lindt John W.²

Affiliation:

1. Ph.D. Candidate, Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372.

2. George T. Abell Professor in Infrastructure, Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372 (corresponding author).

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.0000914

Reference31 articles.

1. Alrasheedi N. H. and Selvam R. P. (2011). “Tornado forces on different building sizes using computer modeling.” ASME Early Career Technical Conf. Univ. of Arkansas Fayetteville AR.

2. Amini M. O. (2012). “Determination of rational tornado design wind speed for residential woodframe structures.” M.S. thesis Univ. of Alabama Tuscaloosa AL.

3. ASCE. (2005). Minimum design loads for buildings and other structures Reston VA.

4. ASCE. (2010). Minimum design loads for buildings and other structures Reston VA.

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