A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fire-Resistance of Isolated Flexural Structural Components
Abstract When one of the following conditions is met, it is thought that the lateral torsional buckling of a flexural component is prevented and only the yield strength capacity of the flexural component is checked[1] at high temperatures a rigid decking (reinforced concrete slab or steel plate) is connected to the compression flange of the flexural component; the ratio of unsupported length l 1 of the compression flange of a simply supported beam to its width b 1 does not exceed the value given in Table 5.1.
Fire-Resistance of Isolated Flexural Structural Components
Abstract When one of the following conditions is met, it is thought that the lateral torsional buckling of a flexural component is prevented and only the yield strength capacity of the flexural component is checked[1] at high temperatures a rigid decking (reinforced concrete slab or steel plate) is connected to the compression flange of the flexural component; the ratio of unsupported length l 1 of the compression flange of a simply supported beam to its width b 1 does not exceed the value given in Table 5.1.
Fire-Resistance of Isolated Flexural Structural Components
Prof. Li, Guoqiang (author) / Associate Prof. Wang, Peijun (author)
2013-01-01
21 pages
Article/Chapter (Book)
Electronic Resource
English
Fire-Resistance of Restrained Flexural Steel Components
| Springer Verlag | 2013
Fire-Resistance of Isolated Compressed Steel Components
| Springer Verlag | 2013
Fire resistance of structural components protecting escape routes
| British Library Online Contents | 2004
Fire resistance of structural components protecting escape routes
| Online Contents | 2004