Database-Assisted Wind Load Capacity Estimates for Low-Rise Steel Frames-Reference-Cited by-同舟云学术

Database-Assisted Wind Load Capacity Estimates for Low-Rise Steel Frames

Published:2002-12 Issue:12 Volume:128 Page:1594-1603
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Jang Seokkwon¹,Lu Le-Wu²,Sadek Fahim³,Simiu Emil⁴

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015-3176.

2. Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015-3176.

3. Research Structural Engineer, Building and Fire Research Laboratory, National Institute of Standards and Technology, Gaithersburg, MD 20899-8611.

4. NIST Fellow, Building and Fire Research Laboratory, National Institute of Standards and Technology, Gaithersburg, MD 20899-8611.

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%282002%29128%3A12%281594%29

Reference13 articles.

1. ABAQUS. (1998). ABAQUS/Standard User’s Manual Hibbitt Karlsson and Sorensen Inc. Providence R.I.

2. ANSI/AWS. (1996). “Structural welding code for steel.” ANSI/AWS D1.1-96 American Welding Society Miami.

3. ASCE Standard 7-93. (1993). “Minimum design loads for buildings and other structures.” Structural Engineering Institute American Society of Civil Engineers Reston Va.

4. ASCE Standard 7-98. (1998). “Minimum design loads for buildings and other structures.” Structural Engineering Institute American Society of Civil Engineers Reston Va.

5. Davenport A. G. Surry D. and Stathopoulos T. (1977). “Wind loads on low rise buildings Part 2 Appendices.” Boundary Layer Wind Tunnel Laboratory Univ. of Western Ontario London Ontario Canada.

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