Blast and Progressive Collapse
Buildings designed in structural steel offer superior performance in extreme events
History shows that structural steel buildings perform extremely well in extreme events. Ductility, durability, fire resistance and structural performance are some of the strongest reasons structural steel frames provide superior resistance for a blast event. It is also important that buildings be properly designed to perform well under blast loads and address concerns regarding progressive collapse. Progressive collapse is a condition that occurs when a portion of a structural frame is removed due to an extreme event such as a blast, and the structure above the area of the initial damage subsequently fails. This condition can occur in buildings framed in any material (steel, concrete or wood) if the structure is not designed to addressed this possibility. AISC has published two formal documents that address this topic.
Facts for Steel Buildings: Blast and Progressive Collapse provides the latest information and guidance available for commercial and industrial buildings subjected to these extraordinary loads and responses. The document presents:
- background and definitions for explosive loads and progressive collapse
- general principles of blast loads and response prediction
- recommendations for structures designed to resist blast and mitigate progressive collapse
- recent guidelines and Federal and DoD requirements
- observations from historical events
- information on ongoing research
A follow-on and companion Design Guide 26: Design of Blast Resistance Structures, provides more detailed analysis and design recommendations.
Investigating the behavior of a W14x233 column of ASTM A992, Gr. 50 structural steel, subjected to a large explosive, similar to the vehicle bomb that was detonated near the Murrah Federal Building, Oklahoma City, Oklahoma - 1995
- Facts for Steel Buildings: Blast & Progressive Collapse
- Design Guide 26: Design of Blast Resistance Structures
- LEARNING FROM STRUCTURES SUBJECTED TO LOADS EXTREMELY BEYOND DESIGN - MSC 2004
- Steel Building Symposium: Blast and Progressive Collapse
- The Inherent Blast Resistance of Steel Framing Evaluation of Oklahoma City Bombing Event - MSC 2011
- Comparison of Structural Performance of Multi-Story Buildings Under Extreme Events - AISC/2004
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