Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Buckling length of a steel column for fire design
The Eurocode 3 part 1-2 gives some simple rules to determine the buckling length lfi of a steel column for fire design. In the case of a braced frame in which each storey comprises a separate fire compartment with sufficient fire resistance, Eurocode 3 suggests that the buckling length may be taken as lfi=0.5L in an intermediate storey and as lfi=0.7L in the top storey, where L is the system length in the relevant storey. ; http://www.sciencedirect.com/science/article/B6V2Y-4MYMP09-1/1/a7f3181ad12d91b9f77b14c13ecb4494
Buckling length of a steel column for fire design
The Eurocode 3 part 1-2 gives some simple rules to determine the buckling length lfi of a steel column for fire design. In the case of a braced frame in which each storey comprises a separate fire compartment with sufficient fire resistance, Eurocode 3 suggests that the buckling length may be taken as lfi=0.5L in an intermediate storey and as lfi=0.7L in the top storey, where L is the system length in the relevant storey. ; http://www.sciencedirect.com/science/article/B6V2Y-4MYMP09-1/1/a7f3181ad12d91b9f77b14c13ecb4494
Buckling length of a steel column for fire design
Gomes, Fernando C. T. (Autor:in) / Costa, Paulo M. Providência e (Autor:in) / Rodrigues, João Paulo C. (Autor:in) / Neves, Ildefonso C. (Autor:in)
01.01.2007
doi:10.1016/j.engstruct.2006.11.015
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch