Abstract
The circumstances leading to the collapse of the WTC Towers were described in numerous publications before but quantification of possible mechanisms published so far remains very limited. The basic observation is that columns of a 110-story building were weakened, over a relatively short segment of an upper part of the structure, to a degree where they were unable to support the building above them. As the upper part began to descend, successive buckling of columns caused flattening of the stories below. The process was presumably driven by the action of gravity until a complete destruction of the building. This article concentrates on progressive collapse of the core of the building. Several mechanisms are considered and quantified, to assess whether they offered a plausible explanation. One of the criteria used was whether the potential energy available was sufficient to cause the demolition in the assumed manner. The calculated duration of the event versus the available observation is regarded as the main criterion to qualify the postulated collapse mode. The details presented here are in reference to the North Tower. Some relationships presented here are also useful for a progressive collapse analysis of reinforced concrete structures.
Keywords
References
- 1. Large-Deflection Squashing of a Steel Column. 2008, 11, Sydney, Technical Note No. 56 Google Scholar
- 2. (2007). ‘Mechanics of progressive collapse: learning from World Trade Center and building demolitions’. Journal of Engineering Mechanics. 133, 3, 308-319 Google Scholar
- 3. (2005). Livermore, California:Livermore Software Corporation LS-Dyna Keyword Users Manual Version 971 Google Scholar
- 4. 2009,
04,
(accessed on 10 May 2010) , The Missing Jolt: A Simple Refutation of the NIST-Bazant Collapse Hypothesis, available at http://www.ae911truth.org Google Scholar - 5. (2003).
‘Center core collapse of the North Tower Building of WTC’.
First Int’l Conf. on Design and Analysis of Protective Structures ,December ,Tokyo Google Scholar - 6. , Bazant, Z.P. Verdure, M. ‘Discussion of ‘mechanics of progressive collapse: learning from World Trade Center and building demolitions’’. Journal of Engineering Mechanics. 2008, 10, 134, 10, ASCE, 913-915 Google Scholar
- 7. (2009). Formulas for Mechanical and Structural Shock and Impact. Boca Raton, Florida, USA:CRC Press , Chapter 15 Google Scholar
- 8. 2003 03 Washington:FEMA World Trade Center Building Performance Study Google Scholar