Keywords: World Trade Center (WTC). Collision impact. Vapor cloud explosion (VCE) loading. Fire damage. Dynamic response. Structural response. Performance based engineering. Multi hazard loading. Multi hazard disaster engineering.
Abstract: The fourth report in the series, Engineering and Organizational Issues Related to the World Trade Center Attack, this volume presents a review of the major hazard loadings (collision, fire and explosion) that were factors in the collapse of the WTC towers. Also detailed is a performance-based engineering approach, referred to as multi-hazard engineering, that combines knowledge accumulated in earthquake engineering design, hazard mitigation methods and structural response control approaches with lessons learned from the WTC collapse. The authors propose (1) a new building performance requirement related to a major disaster, referred to as delayed building collapse, and (2) a new performance level category, catastrophe limitation, to complement the existing limited safety and catastrophe prevention categories. This catastrophe limitation category is intended to delay the inevitable collapse of a building to allow occupants enough time to safely evacuate. The purpose of the report is to formulate a rational and reasonable multi-hazard design platform, based on the data gathered from the collapse of the towers.