Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Performance Based Design of Structural Steel for Fire Conditions: A Calculation Methodology
Currently the designers of buildings in North America rely on the results of standard fire tests to ensure building structures meet the fire resistance rating requirements prescribed by national building codes. With the development of performance based building codes throughout North America it is important that the design community have the tools necessary to take advantage of these new codes. In order to provide structural engineers with these tools a method is being proposed that will facilitate the design of structural steel for fire conditions using a performance based approach. This approach is simplistic in nature and only considers a two-dimensional thermal response of structural steel to the fire. A method has been proposed that allows the designer to predict the time-temperature relationship expected in a compartment fire with a reasonable level of conservatism, which can be used to determine the required level of protection.
Performance Based Design of Structural Steel for Fire Conditions: A Calculation Methodology
Currently the designers of buildings in North America rely on the results of standard fire tests to ensure building structures meet the fire resistance rating requirements prescribed by national building codes. With the development of performance based building codes throughout North America it is important that the design community have the tools necessary to take advantage of these new codes. In order to provide structural engineers with these tools a method is being proposed that will facilitate the design of structural steel for fire conditions using a performance based approach. This approach is simplistic in nature and only considers a two-dimensional thermal response of structural steel to the fire. A method has been proposed that allows the designer to predict the time-temperature relationship expected in a compartment fire with a reasonable level of conservatism, which can be used to determine the required level of protection.
Performance Based Design of Structural Steel for Fire Conditions: A Calculation Methodology
Parkinson, David L. (Autor:in) / Kodur, Venkatesh (Autor:in)
Structures Congress 2006 ; 2006 ; St. Louis, Missouri, United States
Structures Congress 2006 ; 1-10
10.10.2006
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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