Finite-Element Limit Analysis of the Tucker High School Gymnasium Roof Failure-Reference-Cited by-同舟云学术

Finite-Element Limit Analysis of the Tucker High School Gymnasium Roof Failure

Published:2012-03 Issue:1 Volume:18 Page:27-33
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Laursen Peter T.¹²,Saliklis Edmond P.¹²

Affiliation:

1. Assistant Professor, Dept. of Architectural Engineering, California Polytechnic State Univ., 1 Grand Ave., San Luis Obispo, CA 93407 (corresponding author).

2. Associate Professor, Dept. of Architectural Engineering, California Polytechnic State Univ., 1 Grand Ave., San Luis Obispo, CA 93407.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AE.1943-5568.0000047

Reference11 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

2. Andersen G. B. Jakobsen P. F. and Sørensen K. A. (1994). “Integrated design and analysis of cable supported bridges.” Proc. 3rd Symp. on Strait Crossings ‘94 Taylor & Francis Oxford UK 258–291.

3. CEB-FIP MODEL CODE 1990

4. “Design errors blamed for gym collapse.” (1970). Engineering News Record 20.

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