A platform for research: civil engineering, architecture and urbanism
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AbstractInelastic rotation capacities of H-shaped steel members subject to various types of loading are investigated. By combining the simplified moment versus rotation relationship with the statistical critical stress of stub-columns, the rotation capacities are predicted and they are compared with test results. The width-to-thickness ratio limitation of flange and web are presented in a form of interaction according to the ductility requirements.
AbstractInelastic rotation capacities of H-shaped steel members subject to various types of loading are investigated. By combining the simplified moment versus rotation relationship with the statistical critical stress of stub-columns, the rotation capacities are predicted and they are compared with test results. The width-to-thickness ratio limitation of flange and web are presented in a form of interaction according to the ductility requirements.
Rotation capacity of H-section members as determined by local buckling
Kato, Ben (author)
Journal of Constructional Steel Research ; 13 ; 95-109
1989-01-01
15 pages
Article (Journal)
Electronic Resource
English
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