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Volume 65, Issue 2
June 1978
Proceedings of the Institution of Civil Engineers Cover Image for Volume 65, Issue 2
Research Article| June 01 1978

A COMPARISON OF DEFLEXIONS IN COMPOSITE BEAMS HAVING FULL AND PARTIAL SHEAR CONNECTION. Available to Purchase

JG FRODIN;
JG FRODIN
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R TAYLOR;
R TAYLOR
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JWB STARK;
JWB STARK
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CP 117
CP 117
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1978
Proceedings of the Institution of Civil Engineers (1978) 65 (2): 307–322.
https://doi.org/10.1680/iicep.1978.2948

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First page of A COMPARISON OF DEFLEXIONS IN COMPOSITE BEAMS HAVING FULL AND PARTIAL SHEAR CONNECTION.
Keywords:
DEFLECTION, FULL, CONNECTIONS, PRACTICE, STIFFNESS, SPANS, LINEAR, ULTIMATE, STEEL, COMPOSITE, PARTIAL, SERVICE, DEPTH, RESISTANCE, CONNECTORS, CONCRETE, BEAMS, SHEAR, CODES, SERVICEABILITY, LOADS, RATIOS, MOMENTS, INVESTIGATIONS, CENTRAL, UMIST, MANCHESTER UNIVERSITY, INSTITUTE TNO NETHERLANDS
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© Thomas Telford and ICE
1978
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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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