... BOMBS RESISTANCE BUILDINGS ATTACK VEHICLES Architectural approach to reducing blast effects on structures Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 134, Nov., 333 ± 343 M. A. Barakat, BSc, MSc, PhD, and J. G. Hetherington, MA, PhD, CEng, FIMechE, MICE, MIED & Important structures...

... RESISTANT STRUCTURES ELASTIC PLASTIC CONFIGURATION DEFORMATION RESISTANCE EXPLOSIONS FUNCTIONS DYNAMIC ANALYSIS PROPERTIES MANUFACTURING BOUNDARIES CONDITIONS © Thomas Telford and ICE 1999 NANYANG TECHNOLOGICAL UNIVERSITY SINGAPORE Steel-fibre-reinforced concrete panels Proc...

... ULTIMATE REINFORCED CONCRETE FAILURES CRITERION INTERACTION RELATIONSHIPS LIMITING VALUE STRESS NORMAL COMPRESSION ZONES T BEAMS HIGH HIGH STRENGTH CONTINUOUS PROPERTIES LOADS TESTS RATIOS SLENDERNESS CODES PRACTICE BIAXIAL ELASTIC DISTRIBUTION BEHAVIOUR FLEXURE RESISTANCE...

... was proposed, which involved simple adjustment to the water/cement ratio. Studies of concrete durability, comprising (i) near surface absorption, (ii) carbonation rates, (iii) sulphate resistance (in nonaggressive conditions), (iv) freeze/thaw in water and (v) abrasion resistance showed similar performance...

... the structure with sucient sti€ness to resist lateral loads. Crossbracing systems in structural engineering are becoming popular because of their economic use of material and the speed of construction.1,2 2. In parallel with their widespread use for providing multistorey buildings with adequate lateral sti...

...K R GOWERS; S G MILLARD © Thomas Telford and ICE 1999 LIVERPOOL UNIVERSITY WIRRAL FOSPRAY STRUCTURES CONCRETE REINFORCED CORROSION ASSESSMENT ELECTROCHEMICAL TECHNIQUES METHODS EVALUATION RATES STEEL REINFORCEMENT LINEAR POLARISATION RESISTANCE HARMONIC ANALYSIS...

...A W DAVIES; D S C GRIFFITH; T HOGLUND; EUROCODE 3 © Thomas Telford and ICE 1999 CARDIFF UNIVERSITY GIRDERS STEEL PLATES SHEAR STRENGTH SLENDER TESTS ULTIMATE RESISTANCE PREDICTION THEORY EUROCODES STRESS TENSION FIELDS METHODS POST CRITICAL ROTATING FLANGES Shear...

... STRUCTURES DESIGN INNOVATION CROSS SECTIONS EFFICIENCY SECTIONS RESISTANCE STRESS STATE COMBINED FLEXURAL SHEAR DEFORMABILITY ECCENTRIC INSTABILITY Prestressed concrete box girder Proc. Instn Civ. Engrs Structs & bridges with folded steel plate webs Bldgs, 1999, 134, Feb., 77 85 M. Rosignoli...

..., 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...

...G MULLER; R REID © Thomas Telford and ICE 1998 QUEENS UNIVERSITY BELFAST DORAN & PARTNERS BEAMS SHEAR RESISTANCE ANGLES SHALLOW BARS BENT UP REINFORCEMENT ELASTIC STRESS DISTRIBUTION CONCRETE STRUCTURES RESEARCH REINFORCED ANALOGIES TRUSSES MODELS LOADS...

... The reliability of bridges depends on load and resistance parameters, which vary with time. The variation is due to natural causes (loads, strength of material), time-related trends (growth in legal load limits), and deterioration (corrosion, fatigue). A considerable research effort was focused on the development...

..., including 34 new ones, were considered in a study of design rules for the static shear resistance of stud connectors in pro led steel sheeting. Current rules were shown to be of limited scope and low accuracy, especially for studs placed off-centre in the steel troughs. Here, equations based on theoretical...

... calculations. Experimental studies of the ultimate shear resistance of welded aluminium alloy plate girders have indicated that failure generally occurs due to rupture of the heat-affected welded web boundary, during the development of a typical shear failure mechanism. Theoretical procedures for predicting...

...R P JOHNSON; H YUAN © Thomas Telford and ICE 1998 WARWICK UNIVERSITY OVE ARUP STEEL SHEETING SHEAR STUDS CONNECTORS TROUGHS PROFILED TESTS PUSH RULES DESIGN STATIC RESISTANCE FAILURES MODES STRUCTURES COMPOSITE SLABS PLATES RESEARCH DEVELOPMENT FORMWORK FLOORS...

... CAPACITY DESIGN METHODS RESISTANCE FUNCTIONS FORMULAE MOVEMENT LOADS THEORY EXPERIMENTS PARTIAL PREDICTION An analysis of the true bending strength of steel beams Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, May, 188 197 M. P. By eld BEng, PhD, and D. A. Nethercot, BSc, PhD, DSc, FEng...

...M ROSIGNOLI © Thomas Telford and ICE 1998 BRIDGES CREEP INCREMENTAL LAUNCHING CONSTRUCTION METHODS BICELLULAR CROSS SECTIONS DELAYS RIVERS DECKS WEBS SLABS RESISTANCE SHEAR FORCES SLENDER CONCRETE PRESTRESSED BOX GIRDERS LONG LIFTING RAISING LAUNCHERS SEGMENTS...

... RESISTANCE ULTIMATE GLOBAL LOCAL INTERACTIVE FRANCE Corrugated webs in plate girders for bridges R. P. Johnson, MA, FEng, FICE, FIStructE and J. Cafolla, PhD, MSc Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 123, May, 157 164 Paper 11003 s The advantages and economic use of vertically...

...T A ROSE; PD SMITH; G C MAYS © Thomas Telford and ICE 1997 CRANFIELD UNIVERSITY STRUCTURES PROTECTION AIRBLAST EXPLOSIVES HIGH DESIGN CHARTS RESEARCH MEASUREMENT BLAST WALLS CHARGES PRESSURE IMPULSES OVERPRESSURE RESISTANCE EXPLOSIONS BOMBS TERRORISM DATA MODELS...

...W MANNERS © Thomas Telford and ICE 1997 LEICESTER UNIVERSITY DESIGN STRUCTURAL SAFETY FORMATION ROBUST STRUCTURES CODES PRACTICE FAILURES PROBABILITY MEASUREMENT METHODS LOADS ELEMENTS RESISTANCE RULES ULTIMATE LIMIT STATE FACTORS THEORY STATISTICS DISTRIBUTION...

... SAFETY DESIGN RESISTANCE SHELLS STRENGTH SIMPLE ULTIMATE LIMIT STATE MEMBRANES OFFSHORE SEABED STRUCTURES HYPERBARIC CHAMBERS TRANSDUCERS INSTRUMENTS INSTRUMENTATION DISPLACEMENT CREEP MODELS PENETRATION 164 GOODE ET AL. Crete at its inside face is not zero and, althoughi.e...