A NATURAL FIRE SAFETY CONCEPT FOR BUILDINGS - 2

Author(s):  
D.M. MARTIN
10.14311/1097 ◽  
2009 ◽  
Vol 49 (1) ◽  
Author(s):  
D. Pada

In this case study, the structural fire safety of unprotected steel roof trusses in a wide-framed multipurpose hall was evaluated according to the natural fire safety concept. The design fires were simulated with FDS in order to determine the temperature development inside the hall. The temperature of the steel was calculated based on the results from the simulation and the structural analysis was carried out in Robot. It was established that the steel roof trusses could be left unprotected under certain conditions, however, a more violent design fire resulted in failure of the truss. 


2002 ◽  
Vol 99 (4) ◽  
pp. 383-388
Author(s):  
J.-B. Schleich ◽  
L.-G. Cajot
Keyword(s):  

2008 ◽  
Vol 17 (13) ◽  
pp. 292-293
Author(s):  
Andrea FRANGI ◽  
Mario FONTANA ◽  
Markus KNOBLOCH
Keyword(s):  

1991 ◽  
Vol 17 (2) ◽  
pp. 103-111 ◽  
Author(s):  
Wolfram Becker ◽  
Helmut Hertel
Keyword(s):  

2011 ◽  
Vol 82 ◽  
pp. 368-373 ◽  
Author(s):  
Emidio Nigro ◽  
Anna Ferraro ◽  
Giuseppe Cefarelli

Fire Safety Engineering can be defined as a multi-discipline based on the application of scientific and engineering principles to the effects of fire in order to reduce the loss of life and damage to property by quantifying the risks and hazards involved and provide an optimal solution to risk mitigation. The correct identification of fire scenarios is the central stage in the process of the structural fire design. A design fire scenario is the description of the spread of a particular fire with respect to time and space. In the process of identification of design fire scenarios for the structural fire safety check, all fires must be assessed realistically, choosing those most severe for the structural response. This paper is devoted to evaluate the influence of fire scenarios on the structural behaviour of composite steel-concrete buildings. In order to that, an office building subjected to different fire scenarios was considered. In particular the fire scenarios were defined by both standard fire (prescriptive approach) and natural fire (performance approach). Finally, a comparison between the prescriptive approach and the FSE approach is presented.


2008 ◽  
Vol 103 (S1) ◽  
pp. 29-36
Author(s):  
Astrid Weilert ◽  
Dietmar Hosser ◽  
Christoph Klinzmann

2008 ◽  
Vol 94 (17) ◽  
pp. 17-24
Author(s):  
Markku Heinisuo ◽  
Mauri Laasonen ◽  
Teemu Hyvärinen ◽  
Timo Berg

2018 ◽  
Vol 14 (2) ◽  
pp. 1-12 ◽  
Author(s):  
Dan Burlacu ◽  
Ion Anghel ◽  
Constantin Popa ◽  
Ionuţ Căşaru

Abstract This paper presents a global fire risk assessment by using fire simulation in an existing underground parking. The simulation is conducted with the Fire Dynamics Simulator, a Computational Fluid Dynamics (CFD) tool and the simulations are performed on a threedimensional model of the parking. Multiple parameters and factors are taken into account in this complex assessment, such as geometry data, ventilation openings (both mechanical and natural), fire detection and fire suppression details. The output of the case study is represented by a large array of data: the time for sprinkler activation, maximum temperatures, smoke flow and overall fire evolution. The intention of the authors is to provide a global fire risk assessment of the parking, based on the fire safety engineering principles.


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