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Volume 61, Issue 4
December 1976
Proceedings of the Institution of Civil Engineers Cover Image for Volume 61, Issue 4
Discussion| December 01 1976

DISCUSSION. THE ULTIMATE STRENGTH OF BIAXIALLY RESTRAINED COLUMNS. Free

KS VIRDI;
KS VIRDI
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TK SEN;
TK SEN
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WF CHEN;
WF CHEN
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PJ DOWLING;
PJ DOWLING
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AK BASU;
AK BASU
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S VINNAKOTA;
S VINNAKOTA
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HR MILNER
HR MILNER
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1976
Proceedings of the Institution of Civil Engineers (1976) 61 (4): 815–827.
https://doi.org/10.1680/iicep.1976.3350

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First page of DISCUSSION. THE ULTIMATE STRENGTH OF BIAXIALLY RESTRAINED COLUMNS.
Keywords:
SWISS FEDERAL INSTITUTE TECHNOLOGY, IMPERIAL COLLEGE, INDIAN INSTITUTE TECHNOLOGY, CAULFIELD INSTITUTE, ULTIMATE, RESTRAINED, PROGRAMS, STUDIES, TORSIONAL, CONCRETE, METHODS, GENERALISED, INTERACTION, STRENGTH, COLUMNS, THEORY, TORSION, FAILURES, STEEL, LOADS, BEAMS, BIAXIAL, COMPUTERS, PARAMETRIC, AXIS, REINFORCED, COMPOSITE, ENDS, EQUATIONS
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© Thomas Telford and ICE
1976
AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

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