A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
AbstractThe paper is a contribution to the complex problem arising in the design of members with varying sections subject to nonuniform moment. Restraint of the upper flange at intervals is assumed. Details of a parametric study illustrate the effect of different structural parameters. A practical design proposal based on the results of the parametric study is also given. The proposal is supported by other solutions and experimental evidence.
AbstractThe paper is a contribution to the complex problem arising in the design of members with varying sections subject to nonuniform moment. Restraint of the upper flange at intervals is assumed. Details of a parametric study illustrate the effect of different structural parameters. A practical design proposal based on the results of the parametric study is also given. The proposal is supported by other solutions and experimental evidence.
Lateral buckling of haunched members
Tomka, Pál (author)
Journal of Constructional Steel Research ; 20 ; 149-158
1992-01-01
10 pages
Article (Journal)
Electronic Resource
English
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