...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE PROBLEMS GENERALITY PARAMETERS DESIGN PRACTICAL TOOLS ANALYSIS UNIAXIAL CYLINDERS COMPRESSIVE STRENGTH MIX MODELLING COMPONENTS PLAIN PRISMS...

... tested under cyclic biaxial compressive loading is examined. The energy dissipated per cycle of loading/unloading is expressed as a dimensionless energy dissipation ratio, EDT, which is defined as the ratioof the energy dissipated to the total stored strain energy per cycle. Graphs of the EDT ratio...

... the arch ring,at the hinge positions, until failure occurs which is seen to coincide with mechanism solutions. The method provides doeftathiles effective arch section, compressive stresses, shear stresses and deflexions along the arch ring for load increments up to the ultimate limit state. It can...

...PH BISCHOFF; K YAMURA; SH PERRY © Thomas Telford and ICE 1990 KARLSRUHE UNIVERSITY SETSUNAN UNIVERSITY TRINITY COLLEGE DUBLIN POLYSTYRENE AGGREGATES CONCRETE HARD IMPACT ABSORPTION ENERGY REDUCTION LOADS DROP HAMMERS LOW VELOCITY RIGS BLOCKS MIXES COMPRESSIVE...

...B F RONALDS © Thomas Telford and ICE 1989 TORSIONAL TRIPPING STIFFENERS DESIGN METHODS COMPRESSION DEFLECTION COLLAPSE DATA OUTSTANDS IMPERFECTIONS BUCKLING SLENDER STEEL PLATES LOADS LOCAL ANALYSIS ROTATIONAL INTERACTION FINITE ELEMENTS GEOMETRY BEHAVIOUR STRENGTH...

... of behaviour are observed, depending on whether the loading requires the bracing to resist direct flexural action or buckling type deformations. For the latter, bracing forces of 1% of the compressive load in the column are found to constitute a reasonable upper bound requirement, provided that the bracing has...

...AG MPHONDE © Thomas Telford and ICE 1988 ZIMBABWE UNIVERSITY AGGREGATES INTERLOCKING HIGH STRENGTH LOW REINFORCED CONCRETE BEAMS TESTS WEBS REINFORCEMENT STRENGTH MECHANISMS SHEAR PROCEDURE COMPRESSIVE DOWELS COMPRESSION CRACKS FAILURES ANALYSIS TRANSFER...

...DW HOBBS; BCA © Thomas Telford and ICE 1988 BRITISH CEMENT ASSOCIATION BCA CONCRETE CEMENT PORTLAND PULVERISED COMPRESSIVE STRENGTH FUEL ASH PFA WATER EFFICIENCY MATERIALS DEMAND MIX DESIGN DEVELOPMENT REPLACEMENT UK Proc. Instn Ciu. Engrs, Part 2,1988,85...

...MSG CULLIMORE; PJ MASON © Thomas Telford and ICE 1988 HOWARD HUMPHREYS & PARTNERS BRIDGES SUSPENSION STRESS FATIGUE STRUCTURES RISKS APPRAISAL CRACKS BRITTLE FATIGUE RODS GIRDERS LOADS SAFETY RESIDUAL COMPRESSIVE ENDURANCE TOUGHNESS EYES WIND CLIFTON...

...G DAVIES; JA PACKER © Thomas Telford and ICE 1987 NOTTINGHAM UNIVERSITY TORONTO UNIVERSITY ELASTIC STRENGTH ELASTOPLASTICITY PLATES LOADING LOADS RECTANGULAR THEORY CASE STUDIES COMPRESSIVE BEHAVIOUR WALLS COMPRESSION JOINTS Proc. Instn Cio.Engrs, Part 2, 1987,83,Dec...

...GIB RANKIN; AE LONG PREDICTION PUNCHING STRENGTH PANELS DEFLECTION INTERIOR SLABS COLUMNS CONVENTIONAL COMPRESSIVE ACTION ENHANCEMENT MEMBRANES EXPANSION TESTS LATERAL SHEAR FLEXURAL LOADS CORRELATION PRESTRESSED ECCENTRIC CODES PROCEDURE © Thomas Telford and ICE...

...V NAVARATNARAJAH; PRS SPEARE; BS 8110 © Thomas Telford and ICE 1986 MALAYA UNIVERSITY KUALA LUMPUR CITY UNIVERSITY LONDON EXPERIMENTAL STUDIES EFFECT LATERAL PRESSURE TRANSFER BONDS REINFORCING COVERS BARS PERFORMANCE DEFORMATION TESTS CONCRETE STRENGTH COMPRESSIVE...

... of the shearand tensile bond strengths relativtoe the compressive strength). Young's modulusof elasticityof brick masonry normal stresses perpendicular and paralletol the bed joint shear stress on the bed joint stress levelsat which the inelastic strains attain a significant value dimensionless constants normal...

..., the back-stays are usually anchored to the abutments, and,accordingly, the girder is almost not subjected to axial forces. On theother hand, the inclined stays of a cable-stayed bridge produce large compressive forces in the girder. In addition, the aerodynamic action of a cablestayed bridge islesssevere...

...AS ADEDIMILA © Thomas Telford and ICE 1986 LAGOS UNIVERSITY MARSHALL INDIRECT TENSILE TESTS ASPHALT MIXTURES DESIGN LABORATORIES METHODS STABILITY STIFFNESS STRENGTH COMPRESSIVE MODULUS LINEAR LOGARITHMIC SEMILOGARITHMIC PREDICTIVE EQUATIONS CHARACTERISTICS...

...JG CABRERA; GR WOOLLEY; AT CORISH; RK DHIR; MR JONES; FH HUBBARD; TA HARRISON © Thomas Telford and ICE 1986 STUDIES PULVERISED FUEL ASH CONCRETE MIX PFA FOUNDATIONS CORES STRUCTURES COMPRESSIVE DYNAMICS MODULUS CARBONATION MICROMORPHOLOGY TESTS STRENGTH CHEMICAL...

...T OKUBO; DA NETHERCOT © Thomas Telford and ICE 1985 NIPPON STEEL CORPORATION, TOKYO SHEFFIELD UNIVERSITY WEBS POSTS STRENGTH STEEL BEAMS CASTELLATED EXPERIMENTS STUDIES SPECIMENS MODULES COMPRESSIVE LOADS LOCAL FAILURES SENSITIVITY DESIGN TESTS STRUTS SECTIONS...

... EFFECT CRACKS FORMATION CONCRETE ROCKS INTERFACE COMPRESSIVE STRESS NON LINEAR CRACKING TENSILE MODELLING LOADS STATIC MODELS DESIGN STRUCTURES FORCES EQUILIBRIATION CONTACT SOLUTIONS OUTPUT JOINTS BLOCKS FOUNDATIONS LIMIT STATE PROFILES COMBINATIONS MATERIALS PROPERTIES...

...CG PETERSEN; JH BUNGEY; MJ NICHOLSON © Thomas Telford and ICE 1985 TESTS CALIBRATION DEVELOPMENT TESTING IN SITU COMPRESSIVE STRENGTH CONCRETE LOK TEST CAPO TEST PULL OUT SYSTEMS MATERIALS SPECIMENS LABORATORIES CYLINDERS CUBES GRAVEL LIMESTONE COARSE AGGREGATES...

... INVESTIGATIONS REPLACEMENT CEMENT PERFORMANCE SPECIFICATIONS STANDARDS COMPRESSIVE TENSILE STRENGTH CONTROL SPECIMENS DURABILITY POROSITY PORE ANALYSIS PROPERTIES MATERIALS DESIGN MIXES LABORATORIES TESTS PROCEDURE IN SERVICE HIGH MARNHAM UK Proc. lnstn Ciu. Engrs, Part 2...