Discussion of Examples Using the Revised DOD Progressive Collapse Design Requirements
Publication: Structures Congress 2009: Don't Mess with Structural Engineers: Expanding Our Role
Abstract
In the three years since Unified Facilities Criteria (UFC) 4-023-03 Design of Buildings to Resist Progressive Collapse was first published in January of 2005, various omissions, ambiguities, and opportunities for improvement were identified by civilian and government designers and engineers. A significant revision of the Progressive Collapse UFC was initiated in the fall of 2006 and was recently completed, during which a number of significant improvements were made. Readers are encouraged to refer to the newly completed document and its commentary for a discussion of revisions to the tie force procedure as well as alternate path dynamic and load increase factors, structural response criteria and other important topics. The revised Progressive Collapse UFC incorporates three example problems to demonstrate the application of the UFC requirements. This paper discusses example problems using steel, concrete, and wood structures, which illustrate the implementation of Occupancy Categories (OC) and both direct and indirect methods of providing resistance to progressive collapse.
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© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Building design
- Buildings
- Continuum mechanics
- Design (by type)
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Facilities (by type)
- Failure modes
- Forensic engineering
- Government buildings
- Load and resistance factor design
- Load factors
- Material failures
- Materials characterization
- Materials engineering
- Progressive collapse
- Public buildings
- Solid mechanics
- Steel structures
- Structural design
- Structural dynamics
- Structural engineering
- Structures (by type)
- Wood structures
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