Progressive Collapse Analysis and Safety Assessment Method for Steel Truss Roof-Reference-Cited by-同舟云学术

Progressive Collapse Analysis and Safety Assessment Method for Steel Truss Roof

Published:2012-06 Issue:3 Volume:26 Page:230-240
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Jiang Xiaofeng¹,Chen Yiyi²

Affiliation:

1. Senior Engineer, State Key Laboratory of Disaster Reduction in Civil Engineering, 1239 Siping Rd., Shanghai, China, 200092; East China Architectural Design & Research Institute Co. Ltd, 151 Hankou Road, Shanghai, China, 200002.

2. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, 1239 Siping Road, Shanghai, China, 200092 (corresponding author).

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.1943-5509.0000236

Reference22 articles.

1. ASCE. (2006). ASCE/SEI 7-05: Minimum Design Loads for Buildings and Other Structures Reston VA.

2. Burnett E. F. P. (1975). “The avoidance of progressive collapse: Regulatory approaches to the problem.” NBS-GCR 75-48 National Bureau of Standards Washington DC.

3. European Committee for Standardization (CEN). (2008). BS EN 1991-1-7 Eurocode 1—Actions on structures—Part 1–7: General actions—Accidental actions Brussels Belgium.

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