...NK SUBEDI © Thomas Telford and ICE 1989 DUNDEE UNIVERSITY REINFORCED CONCRETE BEAMS PLATES REINFORCEMENT SHEAR VERTICAL STIRRUPS STRESS COUPLING WALLS STRUCTURES STUDIES COMPOSITE REINFORCING BARS BENDING MOMENTS STRUCTURAL BEHAVIOUR CONSTRUCTION THEORY METHODS...

... RECORDS DYNAMICS EFFECT PARAMETERS LATERAL COUPLING VALUE BUILDING EQUATIONS ALTERNATIVE PROCEDURE ECCENTRIC TORSION ECCENTRICITY EUROPE Proc. Instn Ciu. Engrs, Part 2,1988,85, Dec., 5 8 7 4 7 PAPER 9210 STRUCTURAL ENGGRINOEUEPRING Evaluationof the secondary torsional design...

...HC CHAN; JS KUANG © Thomas Telford and ICE 1988 HONG KONG UNIVERSITY BEAMS DEEP SINGLE TWIN SHEAR WALLS RATIONAL COUPLING METHODS ANALYSIS EFFECT STIFFENED FLEXIBLE RIGID FOUNDATIONS STRUCTURES CONTINUUM HEIGHT STRUCTURAL BEHAVIOUR COUPLED INSTALLATION FORCES...

...A COULL; YC WONG © Thomas Telford and ICE 1987 GLASGOW UNIVERSITY ENGINEERING & ENVIRONMENTAL CONSULTANTS KUALA LUMPUR STIFFNESS FLOORS SLABS COUPLING DEFLECTION OPEN BOX CORES DESIGN CURVES BEAMS LINTELS DEPTH TALL BUILDINGS ANALYSIS LINEAR ELASTIC STUDIES...

...A COULL; YC WONG © Thomas Telford and ICE 1984 GLASGOW UNIVERSITY MAJU RUNDING MALAYSIA EFFECT LOCAL ELASTIC WALLS DEFORMATION FLOORS INTERACTION SLABS SHEAR FINITE ELEMENTS LOADS WIDTH STRUCTURES CROSSWALLS STIFFNESS COUPLING DESIGN BENDING MOMENTS CURVES STRESS...

...B NATH; SG POTAMITIS Proc. Instn Ciu. Engrs, Part 2,1982,73, Sept., 587-607 8555 Coupled dynamic behaviour of realistic arch dams including hydrodynamic and foundation interaction B. NATH, PhD, DSc* S.G. POTAMITIS, BSc(Eng)* This Paper is a study of the coupled dynamic behaviour of realistic arch...

...A COULL; BS CHOO © Thomas Telford and ICE 1982 GLASGOW UNIVERSITY SIMPLIFIED ELASTOPLASTIC ANALYSIS SHEAR WALLS COUPLED APPROXIMATE METHODS CONTINUUM NON LINEAR BEHAVIOUR LATERAL LOADS STIFFENED PLASTIC HINGES COUPLING BEAMS ENDS EQUIVALENT CONTINUOUS CONNECTIONS...

... COUPLING RESISTANCE AXIS EQUATIONS FREQUENCIES MODES SHAPE RESPONSES SEISMIC FORCES STRUCTURAL ELEMENTS ACTION STATIC DAMPING Proc. Instn CiuE. ngrs, Part 2,1982,13, June 45-64 TN 324 Evaluation of code torsionalprovisions for earthquakeresistant design of single storey buildingsw i t h t...

...P LATINOPOULOS; DK TOLIKAS ARISTOTLE UNIVERSITY SALONIKA FLOW PIPES CORRUGATION SCALE WEAK REFLECTION UNIFORM RESONANT COUPLING SINUSOIDAL RESONANCE REGULAR METHODS NON STEADY WALLS ENDS EXPANSION WAVES MATHEMATICS PERTURBATION AMPLITUDE RIGID LONGITUDINAL MULTIPLE...

...TG TSICNIAS; GL HUTCHINSON © Thomas Telford and ICE 1981 KINGS COLLEGE UNIVERSITY OF LONDON EVALUATION RESISTANT COUPLED ECCENTRICITY RESISTANCE TRANSLATIONAL PERPENDICULAR TORQUE CONFIGURATION IDEALISATION FREE ESTIMATES FORCES CODES DESIGN BUILDING CENTRES SINGLE...

...D ALTINISIK; POISSON; H KARADENIZ; RT SEVERN Proc. InstnCiu.Engrs, Part 2,1981,71, Sept., 675-704 8468 Theoretical and experimentasltudieosn dynamic structure-fluid coupling D. ALTINISIK, PhD* H. KARADENIZ, PhD? R . T. SEVERN, DSc, FICE, FEngS The efficient structure-fluid coupling process...

... An influencecoefficientmethodispresentedfor the determination of the effectivewidth and coupling stiffness of a floor slab in a laterally loaded flat plate structure. The results have been tested for convergence and accuracy against those obtained by the finite element method of analysis. The method yields accurate results for both slab...

... check. 6. If the sea bed is assumed to be rigid compared with the pipeline, then on the seabed near the separation point the pipisestraight, i.e. it has zero curvature. If it is also assumed that the curvature is continuous at A (i.e. that the sea bed does not exerta concentrated external couple...

... MATRIX COUPLING STRUCTURES ASYMMETRIC CONDITIONS RESPONSES FORMULATION PARAMETERS SEISMIC MATRICES Proc. lnstn Ciu. Engrs, Part 2,1979, 67, June 411-424 8203 Dynamic torsional coupling in tall building structures J. GLUCK, DSC* A. REINHORN, DSC* A. RUTENBERG, DSC* The Paper shows how...

...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...

... oscillator. 10. For the test in which a truss was used to couple the stacks, extra strain gauges were mounted on both stacks at a level above the truss. The ampli- tudes of the responsegiven in the results for thistest are not tip amplitudebsut the equivalent amplitude of an untrussed stack, which would...

...B NATH © Thomas Telford and ICE 1971 LONDON UNIVERSITY COUPLED GRAVITY FORCED GROUND DEPTH FREQUENCY EXCITATION HYDRODYNAMICS DAMS MOTION DAMPING FORMULAE THEORY ARBITRARY RESPONSES HORIZONTAL RESERVOIRS NATURAL COUPLING 7308 Coupled hydrodynamic response...

...J F HARRISON; IMECHE; IEE RAILWAYS MODERNISATION PLANS IMPACT MECHANICAL ENGINEERING PLANNING DIESEL TRACTION LOCOMOTIVES STANDARDISATION ENGINES PERFORMANCE POWER UNITS HEATING TRAINS ELECTRICITY BRAKING WAGONS BRAKES BLOCKS NON FERROUS VEHICLES RIDING COUPLING...