...A S ELNASHAI; K TAKANASHI; A Y ELGHAZOULI; P J DOWLING Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 259-272 BBSUOTIARLUDRADCI9NN7TDG1U4PRAAPLER Experimental behaviourof partially encased compositebeam-columns under cyclic and dynamic loads A. S . ELNASHAI, p m , DE* K. TAKANASHI, PhD? A. Y...

...S N SINHA; K S NARAINE © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF TECHNOLOGY ENERGY DISSIPATION BRICKS MASONRY CHARACTERISTICS TESTS CYCLIC BIAXIAL COMPRESSIVE LOADING CYCLES UNLOADING DIMENSIONLESS RATIOS STRAIN ENVELOPES GRAPHS PLASTIC LOADS BEHAVIOUR...

...H AHMADI; S GILBERT © Thomas Telford and ICE 1990 QUEENS UNIVERSITY BELFAST BEHAVIOUR REINFORCED CONCRETE SLABS COLUMNS MODELS CYCLIC LATERAL LOADING MODELLING LOADS FLAT GRAVITY EDGES SERVICE ULTIMATE STAGE TESTS PANELS ROTATIONAL RESTRAINT LONGITUDINAL APPLIED...

...RH SCOTT; PAT GILL © Thomas Telford and ICE 1990 DURHAM UNIVERSITY TIME DEPENDENT DISTRIBUTION STRAIN BONDS STRESS TENSION REINFORCEMENT SPECIMENS TESTS CONCRETE RODS PRISMS SUSTAINED LOADS CYCLIC ELECTRIC RESISTANCE GAUGES MEASUREMENT LONGITUDINAL BEHAVIOUR...

...M RAOOF; R E HOBBS © Thomas Telford and ICE 1989 TORSIONAL STRANDS PREDICTION THEORY CYCLIC NO SLIP AXIAL STIFFNESS SPIRAL TWIST MODELS LOADS FULL SLIP APPLIED HYSTERESIS NON LINEAR LAYERS DATA PERTURBATION MODULUS TORQUE SOUTH BANK POLYTECHNIC Proc. lnstn Civ...

...J R RIDDINGTON; M BOLOURCHI © Thomas Telford and ICE 1989 FILL LEAD LOADS FRAMES RESISTANCE LAYERS VISCOELASTIC SHORT TERM REDUCTION TRANSFER STRUCTURES INFILL STIFFNESS PROPERTIES CYCLIC VERTICAL INFILLED RACKING TESTS CREEP LONG TERM SUSSEX UNIVERSITY OVE ARUP...

...LA CLARK; JG CHURCH © Thomas Telford and ICE 1989 BIRMINGHAM UNIVERSITY SHELL AUSTRALIA EFFECT CREEP CRACKS REINFORCED CONCRETE BEAMS COMBINED FORCES THERMAL LOADS TESTS SHORT TERM CYCLIC LONG TERM TRANSITIONAL PROPERTIES DATA BEHAVIOUR RECTANGULAR EXPERIMENTS...

...JJ BROOKS; AE GAMBLE © Thomas Telford and ICE 1989 LEEDS UNIVERSITY INFLUENCE CYCLIC HUMIDITY TIME DEPENDENT BEHAVIOUR POST TENSIONED CONCRETE BEAMS PERFORMANCE CONSTANT STORAGE REDUCTION SHRINKAGE CREEP LOSS PRESTRESS CAMBER DEFLECTION LOADS GROUTING TENDONS...

...DJ OEHLERS; WM SINGLETON © Thomas Telford and ICE 1986 UNIVERSITY COLLEGE CORK SIMULATION COMPOSITE BEAMS TESTS FATIGUE LOADS COMPUTERS MODELS EXPERIMENTS RESEARCH SUPPORTS BEHAVIOUR CYCLIC STUDS CONNECTIONS CONNECTORS SLIP SHEAR FLOW LIFE METHODS ANALYSIS...

...G DINIC; SH PERRY Proc. Instn Ciu. Engrs, Part 2,1986,81, Mar.,21-41 CTU8R93A2LU PAPER ENGINEERING GROUP Effect of reversed cyclic loadingon bond and temperature in reinforced concrete beams G. DINIC, Dipl-Ing, MSc, DIC* S. H. PERRY, BSc(Eng),PhD, MICE, MIStructEt The influence of reverse cyclic...

... computer studies show that the static strengthof a stud shear connection reduces as soon as cyclic loads are applied. They also lead to a method of predicting the fatigue life which depends on the maximum static shear strength, the uni-directional rangofesthe shear loads and the maximum possible shear load...

...KJ THOMPSON; R PARK © Thomas Telford and ICE 1980 NEW ZEALAND MINISTRY OF WORKS CANTERBURY UNIVERSITY NZ MOMENTS LOADS CONCRETE METHODS PARTIAL INELASTIC STRAIN STEEL CURVES FACTORS EFFECT CURVATURE CYCLIC MEMBERS REINFORCED RANGE MODELS PRESTRESSING TESTS...

...AW IRWIN; AB AFSHAR FILL PERFORMANCE FRAMES LOADS MATERIALS STRENGTH UNITS BLOCKS PLAIN STEEL FIBRES CLADDING REINFORCED INFILL IN PLANE RELATIVE ELASTOPLASTIC COMBINATIONS EXPANDED MICROCONCRETE MESHES CEMENT STIFFNESS CONCRETE CYCLIC TESTS DUCTILITY CAPACITY...

...AN SHERBOURNE; S KRISKHNASAMY; MM GHAMIAN © Thomas Telford and ICE 1978 WATERLOO UNIVERSITY ONTARIO ONTARIO HYDRO RESEARCH DIVISION FATIGUE STEEL CYCLIC TIPS CONTINUOUS THEORY RULES EXPERIMENTS CONDITIONS SECTIONAL VERIFICATION DEFORMATION PSUEDO RANDOM LIFE FATIGUE...

... on coupled shear wall ~ n i t s . ~ - ~ 4. In view of theimportance of torsionalproblems in tall core-supported structures and the shortage of experimental data available, elastic and elasto- plastic cyclic torsion tests were carried out on two reinforced concrete model Model I (a) Model 2 (b) Fig. 1...

...AW IRWIN; AEC ORD; VK KHANNA Proc. Instn Ciu. Engrs, Part 2, 1976, 61, Dec., 845-847 7897 DISCUSSION Cyclic load tests on shear wall coupling beams A. W. IRWIN & A. E. C. ORD M r V. K. Khanna, Petrochemicals Task Force, Engineers India Ltd The Paper leads to a sound approach to formulating...

...AW IRWIN; AEC ORD © Thomas Telford and ICE 1976 HERRIOT WATT UNIVERSITY CYCLIC SHEAR BEAMS UNITS CYCLES DEFLECTION CONNECTING LATERAL EQUIPMENT LOADS WALLS REINFORCED DEPTH STRESS PATTERNS SYSTEMS FORCES PROCEDURE TESTS COUPLING CONCRETE ELASTOPLASTIC SIMULATION...

...AW IRWIN; RW YOUNG © Thomas Telford and ICE 1976 HERIOT WATT UNIVERSITY TESTS MODELS BUILDINGS APPARATUS ELASTOPLASTIC VIBRATIONS RIGS BENDING LOADS METHODS STRAIN REINFORCED SHEAR FABRICATION STATIC PROCEDURE VALUE ELASTIC TORSION DEFORMATION PROPERTIES CYCLIC...

... CONTINUOUS DATA TESTS CONTROL CREEP CRACKING CYCLIC PRACTICE WETTING ONE WAY DEFLECTION DESIGN MEMBERS TIME DEPENDENT PARTIAL SPECIMENS ULTIMATE TIME COMPRESSION MICROCRACKING 7665 The long-term behaviour of one-way spanning slabs under variable loading G. T. G. MOHAMEDBHAI, BSC, PhD* R...

... FRAMES PROBLEMS MOMENTS CURVATURE RELATIONS CONNECTIONS AXIAL SHEAR FORCES INSTABILITY REPEATED CYCLIC LOADING VIRTUAL WORK Paper No. 6417 DIRECTDESIGN BY LIMITINGDEFORMATIONS b Leonard Kelman Stevens, Ph.D., B.C.E., M.Eng.Sc. Senior Lecturerin Civil Engineering, University of Melbourne...