Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 (Autor:in) / Associate Prof. Wang, Peijun (Autor:in)
01.01.2013
21 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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