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Volume 12, Issue 2
February 1959
Proceedings of the Institution of Civil Engineers Cover Image for Volume 12, Issue 2
Discussion| February 01 1959

DISCUSSION. THE RELATIVE MERITS OF PLAIN AND DEFORMED WIRES IN PRESTRESSED CONCRETE BEAMS UNDER STATIC AND REPEATED LOADING. Free

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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1959
Proceedings of the Institution of Civil Engineers (1959) 12 (2): 223–225.
https://doi.org/10.1680/iicep.1959.12128

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First page of DISCUSSION. THE RELATIVE MERITS OF PLAIN AND DEFORMED WIRES IN PRESTRESSED CONCRETE BEAMS UNDER STATIC AND REPEATED LOADING.
Keywords:
BRITISH RAILWAYS, PLAIN, DEFORMATION, WIRE, PRESTRESSED, CONCRETE, BEAMS, STATIC, REPEATED, LOADING, STRESS, LOADS, PERFORMANCE
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© Thomas Telford and ICE
1959
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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