The Influence of Fire Scenarios on the Structural Behaviour of Composite Steel-Concrete Buildings

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.

2017 ◽  
Vol 3 (4) ◽  
pp. 160
Author(s):  
Mohammed Salah Dimia ◽  
Soumia Sekkiou ◽  
Mohamed Baghdadi ◽  
Mohamed Guenfoud

This article analyzes steel-concrete composite columns subjected to natural fire scenarios in order to verify that the possibility of structural collapse during or after the cooling phase is real. The main objectives of this study are: first, to highlight the phenomenon of delayed collapse of this type of columns during or after the cooling phase of a fire, and then analyze the influence of some determinant parameters, such as section size, tube thickness, reinforcement (ratio), concrete cover and column length. The results show that critical conditions with respect to delayed failure arise for massive sections, small values of the steel tube thickness and for columns with massive section.


2011 ◽  
Vol 82 ◽  
pp. 746-751 ◽  
Author(s):  
Emidio Nigro ◽  
Giuseppe Cefarelli ◽  
Anna Ferraro ◽  
Gaetano Manfredi ◽  
Edoardo Cosenza

The Fire Safety Engineering (FSE) is a multi-discipline aimed to define the fire safety strategy for buildings under fire conditions, in which structural stability and control of fire spread are achieved by providing active and/or passive fire protection. In this paper, the aspects of FSE for the structural safety checks in case of fire are shown with reference to Italian and European standards. FSE requires the choice of a performance level, the definition of design fire scenarios, the choice of heat flows models and several numerical thermo-mechanical analyses. The information provided by a significant research, performed in Europe for open and closed car parks, are used to apply the FSE to the car parks of the new buildings of the C.A.S.E. Project for L’Aquila, characterized by steel columns supporting the seismically isolated superstructure. The results of the application of the FSE approach are reported and discussed in the second part of the paper.


2009 ◽  
Author(s):  
Antoine Breuillard ◽  
Philippe Corrignan

This paper focuses on a risk assessment methodology developed to help define the design fire scenarios for ship structures including composites in the framework of IMO MSC/Circ. 1002. The methodology is applicable to any kind of composite material used for structural division in large composite designs.


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. 


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