TY - JOUR PY - 2009// TI - Failure Analysis of the World Trade Center 5 Building JO - Journal of fire protection engineering A1 - LaMalva, K. J. A1 - Barnett, J. R. A1 - Dusenberry, D. O. SP - 261 EP - 274 VL - 19 IS - 4 N2 - This article describes an analysis of the structural collapse that occurred in World Trade Center (WTC) building 5 due to fire exposure on 11 September 2001. It is hypothesized that the steel column-tree assembly failed during the heating phase of the fire. A failure analysis is performed to determine the response of the portion of the building frame that collapsed during the fire ignited by falling debris from the WTC towers. Results from a finite element, thermal-stress model confirm the column-tree failure hypothesis. Based on this model, the authors conclude that the catastrophic, progressive structural collapse occurred ∼2 hours into the fire exposure.

LA - SN - 1042-3915 UR - http://dx.doi.org/10.1177/1042391509105596 ID - ref1 ER -