...M P BYFIELD; D A NETHERCOT © Thomas Telford and ICE 1998 CRANFIELD UNIVERSITY ROYAL MILITARY COLLEGE OF SCIENCE SHRIVENHAM NOTTINGHAM UNIVERSITY STEEL BEAMS STRENGTH BENDING TRUE ANALYSIS TESTS FOUR POINT RESTRAINT LATERAL RESTRAINED LATERALLY PLASTIC MOMENTS...

...G I B RANKIN; A E LONG Arching action strength enhancement in laterally-restrained slab strips G. I. B. Rankin, BSc, PhD, CEng, MICE, and A. E. Long, BSc, PhD, DSc, FEng, FICE, FIStructE Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Nov., 461 467 Paper 11250 Written discussion closes 27...

...S S J MOY; R A SHENOI; H G ALLEN © Thomas Telford and ICE 1996 SOUTHAMPTON UNIVERSITY PLASTIC PLATES STRENGTH FIBRES REINFORCED TESTS FAILURES RECTANGULAR UNIFORM TRANSVERSE PRESSURE LOADING LOADS EDGES RESTRAINED FABRICATION TECHNIQUES METHODS REINFORCEMENT ASPECT...

...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...

...C GIBBONS; D A NETHERCOT; P A KIRBY; Y C WANG; BRE OVE ARUP NOTTINGHAM UNIVERSITY SHEFFIELD UNIVERSITY BUILDING RESEARCH ESTABLISHMENT BRE FRAMES STEEL PARTIALLY RESTRAINED COLUMNS BEHAVIOUR PARAMETRIC STUDIES THREE DIMENSIONAL SEMI RIGID FINITE ELEMENTS MODELLING...

... corresponding theoretical load4 or have derived closes 15Jonuory 2993 empirical expressions for the ultimatdeeflec- tion. Some of the theories that attempt to determine the complete load-deflection curve of axially restrained slabs up to failure have neglected membrane forcesat low levels of load.6...

.... This first Paper is concerned with the and the restraint deflexion (and hence reaction). behaviour of the restrained column, whichis For a given restraint stiffness, a restraint examined using critical buckling and elasto- strength requirement results, and vice-versa. plastic analyses. The second paper deals...