Performance-based fire protection of office buildings: A case study based on the collapse of WTC 7
Journal: Challenge Journal of Structural Mechanics (Vol.1, No. 3)Publication Date: 2015-09-12
Authors : Robert Korol; Frank Greening; Paul Heerema;
Page : 96-105
Keywords : collapse initiation; steel structures; fire loadings; fire protection; thermal analysis; heat release rates;
- Performance-based fire protection of office buildings: A case study based on the collapse of WTC 7
- REQUIREMENTS FOR PERFORMANCE TESTING OF FIRE PROTECTION SYSTEMS AND EQUIPMENT IN COMPLIANCE WITH THE RULES OF FIRE PROTECTION MODE
- PROBLEMS OF APPLICATION OF METHODS OF CALCULATION OF FIRE RISK IN THE JUSTIFICATION OF THE DEROGATION OF THE DEVICE OF AUTOMATIC FIRE PROTECTION SYSTEMS OF PUBLIC BUILDINGS
- FIRE SIMULATION APPLICATION BASED ON WIND DIRECTION USING CELLULAR AUTOMATA METHOD FOR WEB BASED FIRE REPORTING SYSTEM
- A Review on Fire Protection: Architect's Role during Construction of Buildings
Abstract
This article points out the benefits of employing a performance based analysis approach for ascertaining the likelihood that travelling fires in an office building could induce a localized failure that might trigger its collapse. The case study chosen is Building 7 of the World Trade Center complex. Based on the parametric study undertaken, our findings were that the fire-protected steel floor beam, identified as the initiator of the cascade of events that followed, could not have done so, virtually under any circumstance.
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Last modified: 2015-09-13 23:39:44