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1-4 of 4
Keywords: PROFILED
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Journal Articles
MODELS AND DESIGN RULES FOR STUD SHEAR CONNECTORS IN TROUGHS OF PROFILED SHEETING.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (3): 252–263.
Published: 01 August 1998
...R P JOHNSON; H YUAN © Thomas Telford and ICE 1998 WARWICK UNIVERSITY OVE ARUP STEEL SHEETING SHEAR STUDS CONNECTORS TROUGHS PROFILED RULES DESIGN MODELS EQUATIONS THEORY FAILURES MODES STRUCTURES COMPOSITE MODELLING MATHEMATICAL CALIBRATION TRANSVERSE CONCRETE...
Journal Articles
EXISTING RULES AND NEW TESTS FOR STUD SHEAR CONNECTORS IN TROUGHS OF PROFILED SHEETING.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (3): 244–251.
Published: 01 August 1998
...R P JOHNSON; H YUAN WARWICK UNIVERSITY OVE ARUP STEEL SHEETING SHEAR STUDS CONNECTORS TROUGHS PROFILED TESTS PUSH RULES DESIGN STATIC RESISTANCE FAILURES MODES STRUCTURES COMPOSITE SLABS PLATES RESEARCH DEVELOPMENT FORMWORK FLOORS BEAMS BUILDINGS TRANSVERSE...
Journal Articles
SHORT- AND LONG-TERM BEHAVIOUR OF AXIALLY LOADED COMPOSITE PROFILED WALLS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (1): 26–37.
Published: 01 February 1998
... of New South Wales, Sydney H. D. Wright, Professor of Structures, in association with Colquhorn plc, Department of Civil Engineering, University of Strathclyde, Glasgow B. Uy, Lecturer in Civil Engineering, University of Wollongong BEHAVIOUR OF AXIALLY LOADED COMPOSITE PROFILED WALLS Fig. 1. Schematic...
Journal Articles
LONG-TERM SERVICE-LOAD BEHAVIOUR OF SIMPLY SUPPORTED PROFILED COMPOSITE SLABS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (2): 193–208.
Published: 01 May 1997
... © Thomas Telford and ICE 1997 WOOLLONGONG UNIVERSITY SLABS COMPOSITE PROFILED SUPPORTED SIMPLY BEHAVIOUR LOADS SERVICE LONG TERM TIME DEPENDENT FLOORS SYSTEMS BUILDINGS BRIDGES DECKS CONSTRUCTION CREEP SHRINKAGE STRAIN TIME DOMAIN DOMAIN TIME METHODS EFFECTIVE...
