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1-5 of 5
Keywords: RIGIDITY
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Journal Articles
THREE-DIMENSIONAL MODELLING OF TWO FULL-SCALE,FIRE TESTS ON A COMPOSITE BUILDING.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (3): 243–255.
Published: 01 August 1999
... STRUCTURES COMPUTERS PROGRAMS ANALYSIS STEEL FRAMES STUDIES PARAMETRIC INFLUENCE RIGIDITY CONNECTIONS FLOORS SLABS MODELS TEMPERATURE THERMAL CURVATURE BEAMS THICKNESS LOADS BEARING STRENGTH STIFFNESS MATHEMATICAL INTEGRITY EFFECT NON LINEAR FINITE ELEMENTS COLUMNS SPRINGS...
Journal Articles
MANUFACTURE, TESTING AND NUMERICAL ANALYSIS OF AN INNOVATIVE POLYMER COMPOSITE/CONCRETE STRUCTURAL UNIT.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (3): 231–241.
Published: 01 August 1999
... ANALYSIS TESTS BEAMS DUPLEX LOADS EXPERIMENTS BENDING FINITE ELEMENTS COMPRESSIVE GFRP GLASS FIBRES REINFORCED SANDWICH FLANGES ACTION INDENTS FOAM SHUTTERING FAILURES FLEXURAL CRUSHING WEBS SHEAR BEHAVIOUR PREDICTION RIGIDITY CAPACITY REINFORCEMENT STRENGTH MATERIALS PREPREG...
Journal Articles
LOAD-SLIP CHARACTERISTICS OF MULTI-NAILED TIMBER JOINTS.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (1): 31–43.
Published: 01 February 1999
...A KERMANI; H C C GOH © Thomas Telford and ICE 1999 NAPIER UNIVERSITY TIMBER JOINTS MULTI NAILED LOADS SLIPS CHARACTERISTICS RESEARCH SEMI RIGID NAILED WOOD NAILS RIGIDITY LOADING CARRYING NAILING SHEAR CONFIGURATION CONNECTIONS DEFORMATION MODELS SIMULATION...
Journal Articles
AN APPRAISAL OF THE DESIGN RULES IN EUROCODE 3 FOR BOLTED END-PLATE JOINTS BY COMPARISON WITH EXPERIMENTAL RESULTS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1996) 116 (2): 221–234.
Published: 01 May 1996
... VALUE FRAMES BEAMS COLUMNS FLANGES SEMI CONTINUOUS STEEL BOLTS FAILURES STRENGTH RIGIDITY DUCTILITY WEBS BUCKLING An appraisal of the design rulesin Eurocode 3 for bolted endlplate joints by comparisonwith experimental B. Bose, BSc(Eng), PhD, CEng, MIStructE,G. K. Youngson, BEng and 2.M...
Journal Articles
VERIFYING THE PERFORMANCE OF STANDARD DUCTILE CONNECTIONS FOR SEMI-CONTINUOUS STEEL FRAMES.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (4): 441–457.
Published: 01 November 1995
... ROTATION CURVES STRENGTH RESISTANCE MODES FAILURES RIGID RIGIDITY ROTATIONAL STIFFNESS PREDICTION BEAMS DEPTH Verifying the performancoef standard ductile connections for Proc. lnstn Civ. Engrs Structs & Bldgs. 1995,110, Nov., 441-451 semi-continuous steel frames B. Bose,BSc(Eng),PhD, CEng...
