Static Resistance of Open Web Steel Joist Roof Trusses for Blast Response Analysis-Reference-Cited by-同舟云学术

Static Resistance of Open Web Steel Joist Roof Trusses for Blast Response Analysis

Published:2017-12 Issue:6 Volume:31 Page:04017106
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Bondok D. H.¹,Salim H. A.²,McClendon M. A.³

Affiliation:

1. Ph.D. Student and Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Missouri, Columbia, MO 65211.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Missouri, Columbia, MO 65211 (corresponding author).

3. Structural Engineer, Charles E. Anderson & Associates, 175 North Franklin St., Chicago, IL 60606.

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.1943-5509.0001099

Reference14 articles.

1. ABAQUS version 6.11 [Computer software]. Dassault Systemes Providence RI.

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

3. Baylot J. Bogosian D. Dunn B. and Simmons L. (2000). “Retrofits for steel joist roofs exposed to blast loads.” Proc. Structures Congress 2000—Advanced Technology in Structural Engineering ASCE Reston VA 1–8.

4. Broekemeier M. W. and Fisher J. M. (2007). “Evaluation and modification of open-web steel joists and joist girders.” Proc. North American Steel Construction Conf. Curran Associates Red Hook NY.

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