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1-5 of 5
Keywords: EXPERIMENTAL
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Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (4): 426–440.
Published: 01 November 1995
... skinwhich can give rise to instability buckling model is also found to agreewell by local buckling of the steel. Relevant compos- with the experimental results. Members to which this research maybe applied include profiled composite slabs, profiled compositebeams, profiled composite ite structural elements...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (1): 34–49.
Published: 01 February 1995
... EXPERIMENTAL DATABASES EXPERIMENTS TRANSVERSE ALLOYS STIFFENING STIFFENERS LONGITUDINAL Proc. lnstn Ciu. EnSgtrsucts & Bldgs. 1995, 110, Feb., 34-49 Strucatunrdal Building Board Buildings Panel Paper 10590 Wri'tten discussion closes 18Apr,/ 1995 Pro/essor H . R. Evans, Head o/Cardi// School o...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (4): 449–462.
Published: 01 November 1994
...P A M BASHEER; F R MONTGOMERY; A E LONG; BS 5532 © Thomas Telford and ICE 1994 QUEENS UNIVERSITY BELFAST CONCRETE DURABILITY RESEARCH FACTORIAL EXPERIMENTAL DESIGN MIX VARIABLES INGREDIENTS AGGREGATES RATIOS CEMENT CONTENT TORTUOSITY FLOW PATH PERMEABILITY WATER...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (1): 29–42.
Published: 01 February 1993
...C GIBBONS; P A KIRBY; D A NETHERCOT © Thomas Telford and ICE 1993 OVE ARUP SHEFFIELD UNIVERSITY NOTTINGHAM UNIVERSITY COLUMNS STEEL PARTIALLY RESTRAINED EXPERIMENTAL BEHAVIOUR TESTS SUBASSEMBLAGES SEMI RIGID BEAMS JOINTS THREE DIMENSIONAL DEFORMATION LOADS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (4): 429–438.
Published: 01 November 1992
...Y DAOU; B HOBBS © Thomas Telford and ICE 1992 SHEFFIELD UNIVERSITY EXPERIMENTAL INVESTIGATIONS POST TENSIONED BRICKWORK FINS WALLS MODELS BEHAVIOUR EXPERIMENTS TESTS CANTILEVER LINEAR SCALE RATIOS LOADS DEFLECTION UNBONDED BARS TENDONS MODES FAILURES PRESTRESSING...
