..., but they are unlikely to be used with standard precast beams; they would need to be analysed as special cases. 9. There is a potential subsidiary problem, in which the beam can topple sideways if it is supported on rotationally ¯exible bearings which allow signi®cant minor-axis rotation. This analysis will be described...

...A NADJAI; P KIRBY © Thomas Telford and ICE 1998 ULSTER UNIVERSITY SHEFFIELD UNIVERSITY STEEL FRAMES COLLAPSE INFILLED SEMI RIGID CONNECTIONS PANELS RESPONSES FORCES LATERAL LIMIT ANALYSIS DESIGN METHODS STRENGTH STIFFNESS JOINTS BEHAVIOUR MOMENTS ROTATION BEAMS...

...L C LESTON JONES; L C L JONES; I W BURGESS; T LENNON; R J PLANK; BRE Elevated-temperature moment rotation tests on steelwork connections L. C. Leston-Jones, BEng, PhD, I. W. Burgess, BA, PhD, T. Lennon, BEng, and R. J. Plank, BSc, PhD, CEng, MIStructE, MICE Proc. Instn Civ. Engrs Structs & Bldgs...

...B BOSE; G K YOUNGSON; Z M WANG; EUROCODE 3 © Thomas Telford and ICE 1996 ABERTAY UNIVERSITY DUNDEE JOINTS DESIGN RULES EUROCODES APPRAISAL BOLTED ENDS PLATES ENDPLATES EXPERIMENTS TESTS FULL SCALE PROPERTIES MOMENTS RESISTANCE ROTATION STIFFNESS ROTATIONAL CAPACITY...

... APPROXIMATION NON LINEAR STIFFNESS MEASUREMENT PREDICTION LOADS LOADING EQUATIONS MOMENTS ROTATION RESPONSES VALIDATION JOINTS ACTION The linear relationship between connection moment and connection rotationin the above equation has been plotted in Fig. 4 as the frame response line...

... 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...

...A K H KWAN © Thomas Telford and ICE 1993 HONG KONG UNIVERSITY FRAMES METHODS ARTIFICIAL FLEXURE PROBLEMS ERRORS WALLS SHEAR DEFORMATION ROTATION SLIP JOINTS DISPLACEMENT COUPLED CORES Resolving the artificial flexure problem in the framemethod A . K . H.Kwan, BSc(Eng...

... FINITE ELEMENTS MODELLING RESTRAINT ROTATION MOMENTS CONNECTIONS SUBASSEMBLAGES PARAMETERS WEBS BEAMS CLEATS LOADS CAPACITY FAILURES DESIGN METHODS An appraisal of partially restrained column behaviourin non-sway steel frames c. Gibbons, BEng, PhD, D.A . Nethercot, BSc, PhD, FIStructE...

... HERIOT WATT UNIVERSITY CONCRETE REINFORCED JOINTS DETAILING CORNERS DUCTILITY REINFORCEMENT DETAILS STRUTS TESTS LOADS CARRYING CAPACITY FAILURES MODES DEFLECTION ROTATION ...