Progressive Collapse of Moment Resisting Steel Frame Buildings-Reference-Cited by-同舟云学术

Progressive Collapse of Moment Resisting Steel Frame Buildings

Published:2005-04-18 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2005
language:
Short-container-title:

Author:

Khandelwal Kapil¹²,El-Tawil Sherif¹²

Affiliation:

1. Graduate Research Assistant, Department of Civil and Env. Eng., University of Michigan, Ann Arbor, MI 48109-2125.

2. Associate Professor, Department of Civil and Env. Eng., University of Michigan, Aim Arbor, MI 48109-2125.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40753%28171%29220

Reference15 articles.

1. ANSI/ASCE 7-2002 "Minimum Design Loads for Buildings and Other Structures " American Society for Civil Engineers New York 2002

2. DoD (2003) - Unified Facilities Criteria: "DoD Minimum Antiterrorism Standards for Buildings." Department of Defense October 2003.

3. Engelhardt M.D. Venti M. Fry G.T. Jones S. Holliday S. (2000). "Behavior and Design of Radius Cut Reduced Beam Section Connection." A Draft Report of SAC TASK 7.06a June 2000

4. FEMA 302 (1997) "NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures Part 1: Provisions." Federal Emergency Management Agency.

5. FEMA 350 (2000) "Recommended Seismic Design Criteria for New Steel Moment Frame Buildings." Federal Emergency Management Agency 2000

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