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Local buckling rules for structural steel members
AbstractSpecifications governing the design of structural steel members provide rules for both the overall strength of the member (beam, column, or beam-column) and for capacity as governed by local buckling. Generally speaking, the development of rules for local buckling has not received the same amount of attention as has the examination of the strength or overall stability of the member. Recently, however, both analytical and experimental studies of local buckling have increased in number.In the report provided herein, a comparative review of the local buckling rules of a number of specifications is presented. The intention is that those responsible for the various specifications, norms, or building codes will be able to make a critical assessment of their own rules governing local buckling of steel members. With some exceptions, the material is generally presented in a factual fashion: those who identify cases within their own specification that stand out from the general trend will have to make their own examination of the reasons why their particular rule is at variance with others.
Local buckling rules for structural steel members
AbstractSpecifications governing the design of structural steel members provide rules for both the overall strength of the member (beam, column, or beam-column) and for capacity as governed by local buckling. Generally speaking, the development of rules for local buckling has not received the same amount of attention as has the examination of the strength or overall stability of the member. Recently, however, both analytical and experimental studies of local buckling have increased in number.In the report provided herein, a comparative review of the local buckling rules of a number of specifications is presented. The intention is that those responsible for the various specifications, norms, or building codes will be able to make a critical assessment of their own rules governing local buckling of steel members. With some exceptions, the material is generally presented in a factual fashion: those who identify cases within their own specification that stand out from the general trend will have to make their own examination of the reasons why their particular rule is at variance with others.
Local buckling rules for structural steel members
Bild, Stefan (author) / Kulak, G.L. (author)
Journal of Constructional Steel Research ; 20 ; 1-52
1992-01-01
52 pages
Article (Journal)
Electronic Resource
English
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