UNIFIED FORMULATION OF BASIC EQUATIONS OF ELASTIC STABILITY FOR THIN-WALLED MEMBERS WITH OPEN CROSS-SECTION
نویسندگان
چکیده
منابع مشابه
Torsion of Restrained Thin-walled Bars of Open Constant Bisymmetric Cross-section
Abstract: Elastic and geometric stiffness matrices were derived using Castigliano’s first theorem, for the case of torsion of restrained thin-walled bars of open constant bisymmetric crosssection. Functions which describe the angles of torsion were adopted from the solutions of the differential equation for restrained torsion. The exact solutions were simplified by expanding them in a power ser...
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ژورنال
عنوان ژورنال: Proceedings of the Japan Society of Civil Engineers
سال: 1974
ISSN: 1884-4936,0385-5392
DOI: 10.2208/jscej1969.1974.1