...M G ANDERSON; D M LLOYD © Thomas Telford and ICE 1991 BRISTOL UNIVERSITY SUB MODELS COMBINED SLOPES HYDROLOGY STABILITY MODELS CUTS DESIGN CHARTS COUPLED TWO DIMENSIONAL MODELLING PORE PRESSURE SUCTION STORMS EVENTS INSTABILITY FAILURES RAINFALL TROPICS RAIN...

...A K H KWAN © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY ANALYSIS COUPLED WALLS FRAMES STRUCTURES METHODS SHEAR DEFORMATION CORES TORSION LOADS SOLID ELEMENTS RIGID ARMS WIDE COLUMNS STIFFNESS MATRIX BEAMS MATRICES ROTATIONAL DEGREES FREEDOM Proc. Instn...

... COUPLED ITERATIVE EQUATIONS RADIUS INFLUENCE PARTITIONING UNCOUPLED LOADS Proc. Instn Civ. Engrs, Part 2, 1990, 89, Dec., 471494 PAPER 9624 STRUCTURAL ENGGRIONUEEPRING Elastic solutions for large matrix probleimn s foundation interaction analysis J. A. HEMSLEY, MEng, PhD, DIC, MICE, MIStructE...

... THEORY COUPLED FUNCTIONS FORCING METHODS BENDING MOMENTS INFINITE FLEXURAL STIFFNESS EQUILIBRIUM Proc. Instn Civ. Engrs, Part 2, 1990,89, Sept., 3 5 5 3 7 3 PAPER 9574 STRUCTURAL ENGINEERING GROUP Antisymmetric plane strain flexuoref a finite strip foundationon a half-space J. A. HEMSLEY...

...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...

...JCD HOENDERKAMP; B STAFFORD SMITH; B S SMITH © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON. MCGILL UNIVERSITY MONTREAL STRUCTURES TALL MULTI STOREY HIGH RISE BUILDINGS TORSION METHODS SYMMETRICAL WALLS PARAMETERS EQUATIONS ROTATION ANALYSIS AXIAL COUPLED...

... of raft and wall, respectively radial displacementat coupled raft-wall junction radial displacement generalized quantity vertical co-ordinate 4 reciprocal of characteristic lengthof cylinder Poisson's ratio of raft, wall and ground,respectively Poisson's ratio of ground in horizontal plane Poisson's ratio...

... the wall, whereU ,U , 0 and Nj all vanish, {ii} = 0 (ii) Assuming that the foundationi s rigid at Z = 0, { q } = 0, that is ( t } = 0 Displacement' In Fig. 5 . Displacement ofnon-planar coupled shear wall 128 ANALYSIS OF SHEAR-WALLANDSHEAR-COREASSEMBLY 35. With { t } and hence (4) determined, N j can...

... is presented for the graphical determination and comparison of the total and maximum storey sway indices for tall building structures. The method is based on the adoption of the equation for the deflexion of coupled shear walls as a generalized deflexion equation for most forms of tall building structural...

...A COULL; H KHACHATOORIAN Proc. Instn Cio. Engrs, Part 2,1982,73,Dec.,731-745 8571 Distributiolanteorfal forces in structures consisting of cores, coupled shear walls and rigidly jointedframes A. COULL, BSc, PhD, FICE, FIStructE, FRSE* H. KHACHATOORIAN, BSc* A simplified theory is presented...

...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...

... SHAPED SHAPE PROPERTIES FLOORS WALLS CURVES EFFECTIVE ACCURACY FINITE ELEMENTS PLANE EQUATIONS COUPLED ORTHOTROPIC EMPIRICAL Proc. Instn Ciu. Engrs, Part 2, 1981,71, Mar., 17-35 8384 , Bending stiffness of floor slabs in cross-wall structures A. COULL, BSc, PhD, FRSEF, ICEF, IStructE. Y...

...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...

...DG GRAY; J MANDEL; CW CRYER STRATHCLYDE REGIONAL COUNCIL FINITE ELEMENTS CONSOLIDATION MANDEL CRYER CONDITIONS UNDRAINED FINAL COUPLED ECONOMICS TECHNIQUES BEHAVIOUR PORE EQUILIBRIUM INITIAL DISTRIBUTION ELEMENTS COMPUTERS TWO DIMENSIONAL EFFECT PRESSURE FLOW...

...A COULL; CK LOW; VZ VLASOV © Thomas Telford and ICE 1979 GLASGOW UNIVERSITY PUBLIC WORKS DEPARTMENT SINGAPORE ANALYSIS STIFFENED NON PLANAR COUPLED SHEAR WALLS THEORY THIN WALLED BEAMS CONTINUOUS MEDIUM TECHNIQUES APPROXIMATE METHODS LATERAL LOADS COMBINED BENDING...

...K ARVIDSSON INTERACTION COUPLED SHEAR WALLS FRAMES METHODS ANALYSIS CONTINUOUS CONNECTIONS TECHNIQUES INDETERMINABILITY STATIC SYSTEMS DIFFERENTIAL EQUATIONS SOLUTIONS SECONDARY DESIGN EFFECT COLUMNS ELASTIC FOUNDATIONS SHORTENING CONDITIONS UNIFORM DISTRIBUTION...

... MODELS TALL SHEAR FINITE STRIP COUPLED SYSTEMS MODELLING BEAMS DISCRETE DEFORMATION COLUMNS SECTIONS BUILDINGS Proc. Instn Cio. Engrs, Part 2, 1978, 65,Sept., 517-535 8116 Analysis of frameshear wall structures using finite stripelements Y. K. CHEUNG, PhD. DSc. FICE, FlStructE* S...

...AW IRWIN; N ANDREW © Thomas Telford and ICE 1977 ENGINEERS INDIA LTD TORSIONAL CHANNELS TORSION LOADS PERFORMANCE TALL MODELS COUPLED BUILDINGS TESTS Proc. Insrn Civ. Engrs, Part 2, 1977, 63, June, 509-51 1 7967 DISCUSSION Torsional performance of coupled channels...

... COUPLED BUILDINGS TORSION CONCRETE SHAFTS THEORY ROTATION FORCES CYCLES EARTHQUAKES Proc. Instn Civ. Engrs, Part 2, 1976, 61, Dec., 173-783 7967 Torsional performance of coupled channels in tall buildings N. ANDREW, BSc? Elastic and elasto-plastic torsion tests on reinforced concrete motadlel...