... INVESTIGATIONS AXIAL ECCENTRIC RATIOS REINFORCEMENT ASSESSMENT CODES PRACTICE RULES BUILDINGS STRUCTURES SLENDER MOMENTS ADDITIONAL ELASTIC PLASTIC LIMITS STANDARDS LONG TERM REDUCTION FACTORS Design of normal- and high-strength concrete columns Proc. Instn Civ. Engrs Structs & Bldgs, 1999...

... INTERACTION GENERATION REFLECTION OVERPRESSURE PRESSURE SURFACES EQUALISATION PLASTIC STEEL PLATES TRANSDUCERS INSTRUMENTS INSTRUMENTATION DATABASES EDGES IMPULSES PREDICTION DESIGN STRUCTURES DYNAMICS FACES DETONATION EXPERIMENTS Clearing of blast waves from building facades Proc...

... PARAMETRIC STUDIES AXIAL LOADS INTERNAL REINFORCED HINGES COLLAPSE MECHANISMS I SECTIONS STEEL SECTIONS METHODS DESIGN JACKETS FINITE ELEMENTS PLASTIC UPPER BOUNDS ANALYSIS MOMENTS CAPACITY UNSTIFFENED FIVE HINGE FAILURES A theoretical model for predicting Proc. Instn Civ. Engrs...

..., and necessitate the inclusion of strengthreduction factors in design calculations. Experimental studies of the ultimate resistance of aluminium alloy plate girders to patch loading have indicated that failure generally occurs due to web crippling, which is characterized by the formation of plastic hinges...

...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...

...L J RASMUSSEN; G BAKER; VON MISES © Thomas Telford and ICE 1998 RAMBOLL QUEENSLAND UNIVERSITY A stress resultant plasticity model for the analysis of reinforced concrete shell and box structures Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, May, 177 187 Paper 11511 L. J. Rasmussen...

...H M FARAG; P LEACH The elasto-plastic design of reinforced concrete beams and slabs subject to dynamic loading H. M. Farag and P. Leach s This paper proposes a method of designing reinforced concrete elements subject to transient loading based upon closed solutions of approximate mathematical...

...S S J MOY; R A SHENOI; H G ALLEN 204 Strength and stiffnessof fibrelreinforced plastic plates Proc. Instn Civ. Engrs Structs & Bldgs, 1996, 116, May, 204-220 S. S.J. Moy, BSc, PhD, CEng, MICE,R. A.Shenoi, BTech, PhD, CEng,MRINA, MIMechE and H. G. Allen, BEng, PhD, CEng, FIStructE, MICE Structural...

... ORGANISATIONS TALL SULPHUR WIND CROSSWINDS VORTICES EXCITATION RESPONSES BRICKWORK BRICKS GRP GLASS REINFORCED PLASTIC ACID BOLTS CONNECTIONS PRITCHARD 70 used liners made upof short sections, each tele- scoping into the section above and supported by the concrete shell (Fig.1).In Germany...

...C J KIBERT © Thomas Telford and ICE 1993 FLORIDA UNIVERSITY GAINESVILLE MATERIALS CONSTRUCTION RECYCLED POLYMERS RECYCLING PLASTIC WASTE THERMOPLASTICS PRODUCTS USE LUMBER INDUSTRIES UK EUROPE Construction materials fromrecycled polymers C.J.Kibert, PhD Proc...

...B A IZZUDDIN; A S ELNASHAI Adaptive space frame analysis Part I: a plastic hinge approach h o c . Instn Ciu. Engrs Structs & Bldgs, 1993,99, Aug., 303-316 B. A . Izzuddin, MSC,PhD and A . S. Elnashai, MSc, PhD Structural Board Paper 10150 This is one of two companion papers presenting new...

...P LEACH © Thomas Telford and ICE 1993 SALFORD UNIVERSITY DESIGN CHARTS ELASTOPLASTIC CLADDING PANELS DYNAMIC LOADING OFFSHORE EQUATIONS SOLUTIONS PLASTIC ELASTIC BOUNDARIES CONDITIONS Design charts for elasto-plastic design of cladding panels subject to dynamic...

...G S STANWAY; J C CHAPMAN; P J DOWLING; W G CURTIN © Thomas Telford and ICE 1992 IMPERIAL COLLEGE SIMPLE SUPPORTED IMPERFECT COLUMNS TRANSVERSE ELASTIC RESTRAINT BEHAVIOUR FLEXURE FORCES BUCKLING NON LINEAR ELASTOPLASTIC FINITE ELEMENTS RESTRAINED RIGID PLASTIC...