Integrity of Steel Single Plate Shear Connections Subjected to Simulated Column Removal-Reference-Cited by-同舟云学术

Integrity of Steel Single Plate Shear Connections Subjected to Simulated Column Removal

Published:2014-05 Issue:5 Volume:140 Page:04013114
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Weigand Jonathan M.¹,Berman Jeffrey W.²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Washington, 201 More Hall Box 352700, Seattle, WA 98195-2700 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, 201 More Hall Box 352700, Seattle, WA 98195-2700.

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.0000935

Reference23 articles.

1. Progressive Collapse Resistance of Steel-Concrete Composite Floors

2. ASCE. (2010a). “Seismic provisions for structural steel buildings.” ASCE/SEI 341-10 Reston VA.

3. ASCE. (2010b). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

4. Astaneh-Asl A. et al. (2001a). “Use of catenary cables to prevent progressive collapse of buildings.” Rep. No. UCB/CEE-Steel-2001/02 Univ. of California at Berkeley Dept. of Civil and Environmental Engineering Berkeley CA.

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