A generalized analytical approach to the buckling of simply-supported rectangular plates under arbitrary loads-Reference-Cited by-同舟云学术

A generalized analytical approach to the buckling of simply-supported rectangular plates under arbitrary loads

Published:2008-05 Issue:5 Volume:30 Page:1346-1359
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Liu Y.G.,Pavlović M.N.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference24 articles.

1. Theory of elastic stability;Timoshenko,1961

2. The stability of flat plates;Bulson,1970

3. Stabilität einer rechteckigen Platte, die durch einzelne Krafte gedruckt wird;Timoshenko;Zeitschrift für Mathematik und Physik,1910

4. The effect of two isolated forces on the elastic stability of a flat rectangular plate;Leggett;Proceedings of the Cambridge Philosophical Society,1937

5. Yamaki N. Buckling of a rectangular plate under locally distributed forces applied on the two opposite edges (part 1). Reports of the Institute of High Speed Mechanics, rept. 26. Japan: Tōhoku University; 1953

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