Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Use of characteristic imperfect shape and its application to buckling of isolated column; basis for design of structures subject to buckling is proposed; structure is assumed to be initially imperfect in shape, shape chosen being characteristic shape of equivalent ideal structure; method is claimed to have advantages of being general, rational and convenient.
Use of characteristic imperfect shape and its application to buckling of isolated column; basis for design of structures subject to buckling is proposed; structure is assumed to be initially imperfect in shape, shape chosen being characteristic shape of equivalent ideal structure; method is claimed to have advantages of being general, rational and convenient.
Buckling in steel structures -- 1
Queensland. Univ -- Dept Civ Eng -- Bul
O'Connor, C. (Autor:in)
1965
26 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Inelastic buckling in three-dimensional steel structures
| British Library Conference Proceedings | 1993
Bending and buckling of tapered steel beam structures
| Online Contents | 2014
A consistent approach for global buckling of steel structures
| DataCite | 2023
Inelastic Lateral Buckling of Semi-Continuous Steel Frames Structures
| British Library Conference Proceedings | 1997