Ultimate strength analysis of three-dimensional column subassemblages with flexible connections-Reference-Cited by-同舟云学术

Ultimate strength analysis of three-dimensional column subassemblages with flexible connections

Author:

Wang Y.C.,Nethercot D.A.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. The ultimate load capacity of elastically restrained H-columns under biaxial bending;Gent,1968

2. A New Approach to Column Design, with Special Reference to Restrained Steel Stanchions;Wood,1974

3. Behaviour of Three-Dimensional Steel Frames;Ang,1983

4. The influence of joint detail on the torsional behaviour of thin-walled structures having an axial discontinuity;Morrell,1979

5. Steel beam-to-column connection—A review of test data;Nethercot;CIRIA Project Record 338,1985

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4. EXPERIMENTAL BEHAVIOUR OF PARTIALLY RESTRAINED STEEL COLUMNS.;Proceedings of the Institution of Civil Engineers - Structures and Buildings;1993-02

5. AN APPRAISAL OF PARTIALLY RESTRAINED COLUMN BEHAVIOUR IN NON-SWAY STEEL FRAMES.;Proceedings of the Institution of Civil Engineers - Structures and Buildings;1993-02