...T S LOK; J R XIAO PANELS CONCRETE REINFORCED STEEL FIBRES EXPOSED AIR BLAST LOADING LOADS TESTS EXPLOSIVES RESPONSES MODELS ELEMENTS STRUCTURAL REINFORCEMENT RECTANGULAR SUPPORTS SIMPLE OVERPRESSURE DETONATION FABRICATED MATERIALS CONSTRUCTION WELDMESH INTEGRITY...

...P E KASSABIAN; Z YOU; S PELLEGRINO © Thomas Telford and ICE 1999 FLINT & NEILL CAMBRIDGE UNIVERSITY STRUCTURES ROOFS RETRACTABLE LATTICE BEAMS JOINTS CYLINDRICAL PANELS MEMBRANES FOLDING DESIGN KINEMATICS SHAPE BUILDINGS FRAMEWORK PROPERTIES TWO DIMENSIONAL RODS...

...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...

... represents a significant success for the management, design and construction team. Design features such as the use of pre-cast concrete panels to form the external walls and internal buttresses and the use of long span girders and management strategies such as the partnering agreement between the client...

... PROPAGATION STRENGTH RESIDUAL PANELS GEOMETRIC STRESS RANGE BOUNDARIES PREDICTION EUROCODES CURVES TESTS DATA METHODS GIRDERS Fatigue assessment of slender steel web plates subjected to repeated shear buckling T. M. Rober ts, BSc, PhD, CEng, DSc, MICE, MIStructE, A. W. Davies, MSc, PhD, AMICE...

...BR ELLIS; F TSUI; BRE Testing and analysis of reinforced concrete panels subject to explosive and static loading B. R. Ellis, BSc, PhD, CEng, MIStructE, and F. Tsui, BEng, MSc, DIC Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Aug., 293 304 Paper 11169 Written discussion closes 15 October...

... reinforced concrete panel was cast on eachof essentially field trials using production con- three consecutive days, thus producing three crete, typical formwork and workmen of typical panels on each site or27 panels in total. Figure skills and experience. 2 shows the detailsof these trial panels. The wall...

... and Building Board Structural Panel Paper 10962 The results of tests to failure of34 rec- reinforcements set in mostly low-modulus resin Written discussion tangular fibre-reinforced plastic panels matrices bonded or laminated together. The closes 15 July 1996 are presented. All panels were subjectetdo...

... BACKING PANELS WINDOWS LIMESTONE CLADDING FINISHES MASONRY ROMOCLASSIC MOVEMENT JOINTS MATERIALS CONTRACTORS MANAGEMENT INTERFACE SCAFFOLD PERFORMANCE TESTS PRE CONSTRUCTION STONE VINTNERS PLACE THAMES CITY LONDON UK VINTNERSPLACE panels. Instead of several stacksof...

...G S STANWAY; J C CHAPMAN; P J DOWLING © Thomas Telford and ICE 1996 IMPERIAL COLLEGE SURREY UNIVERSITY HAMERSLEY IRON WEBS STIFFENERS INTERMEDIATE MODELS DESIGN METHODS STRENGTH STIFFNESS CRITERIA OUT OF PLANE FORCES PANELS STIFFENED BUCKLING PLATES CRITICAL...

...A Y N LEE; H R EVANS; A W DAVIES Residual strengthof aluminium plate Proc. IEnSnstrtgnurscCtsiu&. girders with scattered holesin the web BIdgs, 1995,110, Nov..361-372 panels A. Y. N . Lee, BSc, PhD, H. R. Euans. MSc, PhD, FEng, FICE, FIStructE, and A. W. Dauies, MSc, AMICE Structural and Building...

...P LEACH; M Y H BANGASH © Thomas Telford and ICE 1994 WARD & COLE DESIGN CHARTS ELASTOPLASTIC CLADDING PANELS DYNAMIC LOADING LOADS SHAPE RESPONSES ANALYSIS FINITE ELEMENTS Design chartsfor elasto-plastic design of cladding panels subjecto dynamic loading P. Leach...

... SLENDERNESS PANELS CODES STIFFENED FLEXURAL STIFFNESS IMPERFECTIONS CONVERGENCE RESISTANCE Behaviour of a web plate inshear with R o c . Insh Civ. Engrs Siructs & an intermediate stiffener Bfdgs. 1993,99, Aug.. 327-344 c.G.S. Stanway, BE, PhD C h a p m a n , PhD, FEng,FCGI, FICE,FRINA, FIStrwtE...

...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...

...R B DUARTE; B P SINHA © Thomas Telford and ICE 1992 EDINBURGH UNIVERSITY LATERAL STRENGTH BRICKWORK PANELS OPENINGS BEHAVIOUR PRESSURE BRICKS TESTS FAILURES VARIABLES ASPECT RATIOS BOUNDARIES CONDITIONS EXPERIMENTS WALLS WALLETTES CRACKS ELASTIC FLEXURAL YIELD...