Effect of Bottom Chord Extensions on the Static Flexural Stiffness of Open-Web Steel Joists-Reference-Cited by-同舟云学术

Effect of Bottom Chord Extensions on the Static Flexural Stiffness of Open-Web Steel Joists

Published:2012-10 Issue:5 Volume:26 Page:620-632
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Avci Onur¹,Murray Thomas M.²

Affiliation:

1. Assistant Professor, Dept. of Civil and Architectural Engineering, Qatar Univ., P.O. Box 2713, Doha, Qatar; formerly, Structural Project Manager, AECOM, Specialty Practices Group, 20 Exchange Place, 12th Fl., New York, NY 10005 (corresponding author).

2. Emeritus Professor of Structural Steel Design, Civil and Environmental Engineering, Virginia Tech, 200 Patton Hall, Blacksburg, VA 24061.

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%29CF.1943-5509.0000262

Reference12 articles.

1. Avci O. (2005). “Effects of bottom chord extensions on the static and dynamic performance of steel joist supported floors ” Ph.D. thesis Virginia Polytechnic Institute and State Univ. Blacksburg VA.

2. Band B. S. Jr. (1996). “Several vibration performance aspects of joist and joist-girder supported floors.” M.S. thesis Virginia Polytechnic Institute and State Univ. Blacksburg VA.

3. Beavers T. A. (1998). “Fundamental natural frequency of steel-joist supported floors.” M.S. thesis Virginia Polytechnic Institute and State Univ. Blacksburg VA.

4. Broekemeier M. W. and Fisher J. M. (2007). “Evaluation and modification of open-web steel joists and joist girders.” N. Am. Steel Construct. Conf. 2007 Proc. AISC Chicago.

5. Computers and Structures Inc. (2002). SAP2000 linear and nonlinear static and dynamic analysis and design of three-dimensional structures—Getting started Computers and Structures Inc. Berkeley CA.

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