On the role of the numerical analyses in forensic investigations of fire-induced progressive collapses of tall buildings

Fire safety engineering is introduced in the forensic context, and responsibilities of various actors operating for fire safety in buildings are defined in relation to the different available fire safety strategies. The responsibility of the designers concerning the structural behaviour is highlighted with specific reference to the requirement of structural robustness in high-rise buildings. In case of complex structures, the robustness assessment can be made by the avail of advanced structural numerical analyses, which are nowadays the most reliable tools for understanding, governing and addressing this kind of problems. In addition, the same importance is given to the numerical analyses in case where these are used in forensic investigation for obtaining a back-assessment of the occurred fire-induced collapse in tall buildings. The complexity of the problem, the correct approach to this kind of analyses and the correct interpretation of the obtained results are discussed with reference to a high-rise steel building.

[1]  Kyoung Sun Moon,et al.  Structural Developments in Tall Buildings: Current Trends and Future Prospects , 2007 .

[2]  Francesco Petrini Performance-based fire design of complex structures , 2013 .

[3]  Ulf Wickström,et al.  Travelling fires for CFD , 2011 .

[4]  Franco Bontempi,et al.  Genetic Algorithms for the Dependability Assurance in the Design of a Long‐Span Suspension Bridge , 2012, Comput. Aided Civ. Infrastructure Eng..

[5]  Ian A Fletcher,et al.  Performance of concrete in fire: a review of the state of the art, with a case study of the windsor tower fire , 2006 .

[6]  Andrew H. Buchanan,et al.  Fire engineering for a performance based code , 1994 .

[7]  Luisa Giuliani,et al.  Performance and damages of R.C. slabs in fire , 2015 .

[8]  Andrew H. Buchanan,et al.  Structural Design for Fire Safety , 2001 .

[9]  Franco Bontempi,et al.  Ultimate Capacity of Diagrid Systems for Tall Buildings in Nominal Configuration and Damaged State , 2015 .

[10]  Franco Bontempi,et al.  Structural Design and Analysis of Offshore Wind Turbines from a System Point of View , 2010 .

[11]  Ulf Wickström,et al.  PREDICTION OF TEMPERATURE VARIATION IN AN EXPERIMENTAL BUILDING , 2011 .

[12]  Asif Usmani,et al.  How did the WTC towers collapse: a new theory , 2003 .

[13]  David A. Nethercot,et al.  Robustness of steel-composite building structures subject to localised fire , 2011 .

[14]  Yin Lu Young,et al.  Experimental Simulation of Tsunami Hazards to Buildings and Bridges , 2008 .

[15]  Asif Usmani,et al.  An application of the PEER performance based earthquake engineering framework to structures in fire , 2014 .

[16]  Venkatesh Kodur,et al.  Designing Steel Structures for Fire Safety , 2009 .

[17]  Geoff Craighead,et al.  High Rise Security and Fire Life Safety , 1995 .

[18]  Marcello Ciampoli,et al.  Performance-based wind design of tall buildings , 2011 .

[19]  Daigoro Isobe,et al.  Numerical Simulations on the Collapse Behaviors of High-Rise Towers , 2012 .

[20]  Franco Bontempi,et al.  Numerical analyses for the structural assessment of steel buildings under explosions , 2013 .

[21]  Franco Bontempi,et al.  Structural response of steel high rise buildings to fire: System characteristics and failure mechanisms , 2013 .

[22]  John Purkiss,et al.  Fire Safety Engineering Design of Structures , 1996 .

[23]  Luisa Giuliani Structural safety in case of extreme actions , 2012 .

[24]  I D Bennetts,et al.  BEHAVIOUR OF STEEL STRUCTURES UNDER FIRE CONDITIONS , 1983 .

[25]  Uwe Starossek Avoiding Disproportionate Collapse in High-Rise Buildings , 2008 .

[26]  Pierluigi Olmati,et al.  Structural response of bridges to fire after explosion , 2012 .

[27]  Uwe Starossek,et al.  Progressive Collapse of Structures , 2009 .

[28]  Guillermo Rein,et al.  MULTI-STOREY FIRE ANALYSIS FOR HIGH-RISE BUILDINGS , 2007 .

[29]  Tibor Braun,et al.  Editorial Foreword , 2004, Scientometrics.