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Volume 69, Issue 1
March 1980
Proceedings of the Institution of Civil Engineers Cover Image for Volume 69, Issue 1
Discussion| March 01 1980

DISCUSSION. SHEAR BEHAVIOUR OF STRUCTURAL LIGHTWEIGHT CONCRETE T-BEAMS WITHOUT WEB REINFORCEMENT. Free

RN SWAMY;
RN SWAMY
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AK BANDYOPADHYAY;
AK BANDYOPADHYAY
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P REGAN;
P REGAN
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1980
Proceedings of the Institution of Civil Engineers (1980) 69 (1): 209–211.
https://doi.org/10.1680/iicep.1980.2497

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First page of DISCUSSION. SHEAR BEHAVIOUR OF STRUCTURAL LIGHTWEIGHT CONCRETE T-BEAMS WITHOUT WEB REINFORCEMENT.
Keywords:
CENTRAL LONDON POLYTECHNIC, SHEAR, LIGHTWEIGHT, CODES, VALUE, BEAMS, RATIOS, BEHAVIOUR, CONCRETE, PRACTICE, ULTIMATE, CRACKING, REINFORCEMENT, STRUCTURAL, STRESS, T BEAMS, DESIGN
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© Thomas Telford and ICE
1980
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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DISCUSSION. DRAX POWER STATION.
Proceedings of the Institution of Civil Engineers (August,1975)
DISCUSSION OF PAPERS 7656 AND 7632. SHEAR IN WEB-REINFORCED CONCRETE T BEAMS.
Proceedings of the Institution of Civil Engineers (December,1974)
A NON-LINEAR DEFORMATION THEORY APPLIED TO TWO DIMENSIONAL PRETENSIONED CABLE ASSEMBLIES.
Proceedings of the Institution of Civil Engineers (January,1969)
A NON-LINEAR VECTOR METHOD FOR THE ANALYSIS OF VERTICALLY AND LATERALLY LOADED CABLES AND CABLE ASSEMBLIES.
Proceedings of the Institution of Civil Engineers (March,1973)
THE PUNCHING RESISTANCE OF PRESTRESSED CONCRETE SLABS.
Proceedings of the Institution of Civil Engineers (December,1985)

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