... 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...

... 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...

... WATER CEMENT RATIOS DURABILITY SURFACE ABSORPTION CARBONATION FREEZE THAW ABRASION RESISTANCE SULPHATES TECHNOLOGY MANUFACTURE RECYCLING MATERIALS STUDIES EXPERIMENTS FRESH WORKABILITY STABILITY PROPORTIONS HARDENED CURING AIR LOSS CUBES FILLERS PFA PULVERISED FUEL ASH ASH...

...T D G CANISIUS; A J BOUGARD; B R ELLIS; BRE © Thomas Telford and ICE 1998 CENTRE FOR STRUCTURAL PERFORMANCE BUILDING RESEARCH ESTABLISHMENT BRE TIMBER SCAFFOLD BOARDS LOADS JUMP HUMAN PERFORMANCE WOOD MATERIALS IMPACT DESIGN SAFETY FACTORS RATIOS HEIGHT WEIGHT...

... PROPERTIES WEBS ORTHOGONAL REINFORCEMENT DEFORMATION BEHAVIOUR ULTIMATE LOADS CRACKING FAILURES MODES STEEL TENSION STRAIN RATIOS SPAN TO DEPTH EQUATIONS CRACKS SPLITTING DIAGONAL LIMIT STATE Shear strength of reinforced and prestressed concrete deep beams. Part II: the supporting...

...N K SUBEDI © Thomas Telford and ICE 1998 DUNDEE UNIVERSITY BEAMS CONCRETE REINFORCED DEEP CONTINUOUS TWO SPAN SPANS STRUCTURAL BEHAVIOUR SHEAR DEPTH WEBS RATIOS MODES FAILURES CRACKS PLATES CRUSHING TESTS PREDICTION ULTIMATE LOADS METHODS ANALYSIS FORCES...

... RATIOS EMBEDDED STEEL REINFORCEMENT STRENGTH DUCTILITY FAILURES STIFFNESS EXTERNAL THEORY SHEAR STRESS SPANS LOWER BOUNDS MECHANISMS FULL CODES PEELING MODES FLEXURAL CRACKS SPACING PREMATURE An insight into the structural behaviour of reinforced concrete beams with externally...

... differential equations, but it is formulated in such a way that it may be used as a tool for everyday design. The deflections of partially composite beams are defined as ratios of the deflections of the corresponding fully composite ones. Charts are also constructed for this purpose. Fig. 1. Differential...

... FURNACES SLAG MICROSILICA METAKAOLIN WATER BINDERS RATIOS CURING INITIAL INFILTRATION MOVEMENT DISTRIBUTION MOISTURE ELECTRICAL MONITORING TECHNIQUES METHODS CUMULATIVE VOLUMETRIC GAIN PERMEATION PROPERTIES DURABILITY REINFORCED TESTS REWETTING MEASUREMENT SPECIMENS CONDITIONING...

... plates increase the ultimate capacity of beams but reduce ductility. Bonded plates are effective in carr ying increased proportions of internal moment couples beyond yield of internal reinforcement. Ultimate capacity falls with reducing plate aspect ratio and beam shear span/depth ratio; shear type...

... MODULUS RELAXATION PROCEDURE NUMERICAL INTEGRATION MEMBERS STUDIES PARAMETRIC CROSS SECTIONS CRACKED UNCRACKED SPANS DEPTH RATIOS STRESS DEFLECTION MEASUREMENT CODES STANDARDS CONCRETE STEEL MOMENTS STRENGTH EFFECT Long-term service-load behaviour of simply supported pro led...

... concrete Poisson ratio (in a secant model) concrete initial Poisson ratio (in a tangent model) concrete inital Poisson ratio (in a secant model) Poisson ratio at the onset of failure (in a secant model) concrete tangent Poisson ratio at 1 concrete tangent Poisson ratio natural coordinate system Proc...

...P DESAYI; H K SESHADRI © Thomas Telford and ICE 1997 INDIAN INSTITUTE OF SCIENCE CONCRETE REINFORCED CONNECTIONS SHEAR STRENGTH PUNCHING SLABS FLAT CORNERS COLUMNS STUDIES BEHAVIOUR TESTS SPECIMENS REINFORCEMENT RATIOS MOMENTS LOADS ECCENTRICITY FIBRES VOLUME...

... the influence of fabricatiotench- exhibit orthotropic properties.Most structural nique, reinforcement lay-uapnd aspect plate elements are fabricatedin the latter ratio on strength and stiffness. The panels format and these are subjected to large lateral were all thin and, after initial bending, loads...

...M D JOHNS; G F NORMAN; L J SMITH © Thomas Telford and ICE 1995 SOUTH GLAMORGAN COUNTY ENGINEERING CONSULTANCY DAVIES MIDDLETON & DAVIES TBV STANGER GROUTING POSITIVE APPROACHES PRESTRESSING TENDONS VIADUCTS GROUTS WATER CEMENT RATIOS ADMIXTURES TEMPERATURE...

... columns are based mental investigations carried out in the on equilibrium, compatibility and properties of past. These columns havea length to the constituents at the mid-height critical depth ratio of8.8 to 60,a load eccentricity section'-3 or at various sections along the to depth ratio of 0033 to 1.0...

...B P HUGHES; YONG XIAO; Y XIAO © Thomas Telford and ICE 1995 BIRMINGHAM UNIVERSITY SOUTHAMPTON UNIVERSITY CONCRETE SLABS FLAT FIBRES LINK REINFORCEMENT COLUMNS CONNECTIONS RATIOS STRENGTH DUCTILITY SHEAR PUNCHING FIBROUS CRACKS CONTROL FLOORS STEEL RIGS EXPERIMENTS...

... RESISTANCE TORSION STRENGTH MODELS RATIOS RESPONSES INELASTIC DYNAMIC ANALYSIS STIFF EDGES ELEMENTS DUCTILITY DEFORMATION Proc. Instn Civ. Engrs Strucls & Bldgs, 1995, 110, Feb., 86-97 Ultimate limit state seismictorsional provisions in Eurocode 8 Structural and Building Board Structural...

...P A M BASHEER; F R MONTGOMERY; A E LONG; BS 5532 © Thomas Telford and ICE 1994 QUEENS UNIVERSITY BELFAST CONCRETE DURABILITY RESEARCH FACTORIAL EXPERIMENTAL DESIGN MIX VARIABLES INGREDIENTS AGGREGATES RATIOS CEMENT CONTENT TORTUOSITY FLOW PATH PERMEABILITY WATER...

... CAPACITY SEISMIC PERFORMANCE EARTHQUAKES RESISTANCE STRUCTURES DUCTILE MONOTONIC SIMULATION CRACKS DAMPING RATIOS Cyclic behaviourof connecting beams Proc. Instn Civ. Engrs Structs & in reinforced concreteslit shear walls Bldgs, 1994, 104, Aug., 317-324 A . K . H. Kwan, BSc(Eng), PhD,MICE...