A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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. (author) / Costa, Paulo M. Providência e (author) / Rodrigues, João Paulo C. (author) / Neves, Ildefonso C. (author)
2007-01-01
doi:10.1016/j.engstruct.2006.11.015
Article (Journal)
Electronic Resource
English