Numerical investigation of inelastic buckling of steel–concrete composite beams prestressed with external tendons
- 1 March 2010
- journal article
- Published by Elsevier BV in Thin-Walled Structures
- Vol. 48 (3), 233-242
- https://doi.org/10.1016/j.tws.2009.10.009
Abstract
No abstract availableThis publication has 9 references indexed in Scilit:
- Experimental study of prestressed steel–concrete composite beams with external tendons for negative momentsJournal of Constructional Steel Research, 2005
- Progress in the methods of analysis of restricted distortional buckling of composite bridge girdersProgress in Structural Engineering and Materials, 2001
- Buckling in continuous composite beamsProgress in Structural Engineering and Materials, 2000
- STABILITY OF CONTINUOUS COMPOSITE PLATE GIRDERS WITH U-FRAME ACTION.Proceedings of the Institution of Civil Engineers - Structures and Buildings, 1993
- Prestressed Composite Girders. II: Analytical Study for Negative MomentJournal of Structural Engineering, 1992
- Prestressed Composite Girders. I: Experimental Study for Negative MomentJournal of Structural Engineering, 1992
- DISTORTIONAL LATERAL BUCKLING OF CONTINUOUS COMPOSITE BEAMS.Proceedings of the Institution of Civil Engineers, 1991
- INELASTIC BUCKLING OF COMPOSITE BRIDGE GIRDERS NEAR INTERNAL SUPPORTSProceedings of the Institution of Civil Engineers, 1987
- Lateral buckling of beams analysed as elastically supported columns subject to a varying axial forceJournal of Constructional Steel Research, 1985