TECHNICAL PAPERS
Mar 1, 2001

Global Stability Analysis for Bird-Shaped Girders

Publication: Journal of Structural Engineering
Volume 127, Issue 3

Abstract

The global stability behavior of bird-shaped girders during construction is investigated. The critical torsional buckling moment is derived by the energy method and Galerkin method. Stability design criteria for bird-shaped girders are proposed for practical use. The proposed criteria have been used to evaluate the buckling capacities of several newly constructed bird-shaped roof structures and full-scale specimens. A good conservative estimation is generally observed.

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 127Issue 3March 2001
Pages: 306 - 313

History

Received: Feb 7, 2000
Published online: Mar 1, 2001
Published in print: Mar 2001

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Authors

Affiliations

Member, ASCE
Honorary Member, ASCE
Prof. of Struct. Engrg., Chongqing Arch. Coll., Chongqing 630030, China.
Sr. Bridge Engr., California Dept. of Transp., 1801 30th St., Sacramento, CA 95816; and Prof. of Struct. Engrg., Taiyuan Univ. of Technol., Taiyuan, China.
Dir., Chongqing Yanxing New Thin-Walled Struct. Inst., Chongqing 630030, China.
Dean, Coll. of Engrg., Univ. of Hawaii, 2540 Dole St., Honolulu, HI 96822.

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