... ITERATIVE METHODS PREDICTION DISPLACEMENT CONFIGURATION EQUILIBRIUM CONVERGENCE CHARACTERISTICS TESTS NODAL RINGS EFFECTIVE DISTRIBUTION PASSIVE LATERAL FILL PRESSURE MOVEMENT BRICKS STONE RAILWAYS TAPERED TAPERS BRIDGEMILL BARGOWER PRESTON UK Proc. Instn Cic. Engrs...

...M Z COHN; Z LOUNIS; BS 8110 © Thomas Telford and ICE 1991 WATERLOO UNIVERSITY DEFLECTION CONTROL NON LINEAR DESIGN CONTINUOUS CONCRETE BEAMS SIMPLIFIED METHODS LIMIT STATE LIMIT EQUILIBRIUM LOWER BOUNDS COLLAPSE LOADS FACTORS PLASTIC HINGES MOMENTS ELASTIC...

...A V D BICA; C R I CLAYTON; I F SYMONS; R J MAIR; W POWRIE; B SIMPSON; M J GUNN LIMIT EQUILIBRIUM DESIGN METHODS FREE EMBEDDED CANTILEVER WALLS GRANULAR MATERIALS SAFETY PENETRATION BENDING MOMENTS EXPERIMENTS PREDICTION DEPTH FAILURES GEOTECHNICS RETAINING MODELS TESTS...

... 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...

...B H V TOPPING; H F C CHAN © Thomas Telford and ICE 1989 THEOREMS ENGINEERING MEMBERS COMPATIBILITY MATRIX COMPUTERS ANALYSIS FORCES JOINTS DISPLACEMENT GEOMETRY STRUCTURES ROTATION EQUILIBRIUM FORMULATION PROGRAMS CHANGE COMPENSATING COORDINATES VARIATIONS PIN JOINTED...

...J R C HSU; C EVANS © Thomas Telford and ICE 1989 PARABOLIC RELATIONS PROMONTORIES EQUILIBRIUM STABILISING BAYS CONDITIONS EQUATIONS CONTROL SHAPE HEADLANDS STATIC BEACHES WESTERN AUSTRALIA UNIVERSITY INTERSTRUCT PTY PERTH Proc. Instn Ciu. Engrs, Part 2,1989,87, Dec...

...AVD BICA; H BLUM; CRI CLAYTON; PW ROWE; H KREY; J BRINCH HANSEN © Thomas Telford and ICE 1989 SURREY UNIVERSITY LIMIT EQUILIBRIUM FREE WALLS DATA EQUILIBRIUM PENETRATION MOMENTS EARTH FACTORS STRENGTH DESIGN EMBEDDED GRANULAR EXPERIMENTS FAILURES MAXIMUM SELECTION...

...YM CHIEW; BW MELVILLE NANYANG TECHNOLOGICAL INSTITUTE SINGAPOR AUCKLAND UNIVERSITY LOCAL SCOUR BRIDGES PIERS NON UNIFORM SEDIMENTS CYLINDRICAL COHESIONLESS EXPERIMENTS LIVE BED DYNAMICS EQUILIBRIUM RECIRCULATING FLUMES CONTINUOUS INPUT UPSTREAM HOLES RATIOS DIAMETER...

... ENDS STIFFNESS CONNECTIONS POINTS TERMINATION STRENGTHENING BONDING MODELS TWO STAGE ANALYSIS COMPOSITE BEHAVIOUR PARTIALLY PREDICTION DISTRIBUTION INTERFACE MODES FAILURES PARAMETERS EQUILIBRIUM COMPATIBILITY EQUATIONS ANALYTICAL MATERIALS PROPERTIES ANCHORING BONDS AXIAL...

...NK SUBEDI; HHA WONG © Thomas Telford and ICE 1989 OVE ARUP SECTIONS REINFORCED CONCRETE DEEP BEAMS METHODS ANALYSIS BEARING FAILURES LOADS COMPRESSION ZONES EQUILIBRIUM FORCES BEHAVIOUR FLANGES I SECTIONS Proc. Instn Civ.Engrs, Part 2,1989,87, Mar., 127-129...

... STATE STEEL COMPRESSION ZONES STIRRUPS SUPPORTS ANALYSIS TENSION EQUILIBRIUM CALCULATIONS CRACKING © Thomas Telford and ICE 1988 Proc. Instn Ciu. Engrs, Part 2,1988,85, Dec., 609-628 PAPER 9295 STRUCTURAL ENGGRIONUEEPRING Analytical and experimental studioesf shear failures...

...J HEYMAN; G POLENI CAMBRIDGE UNIVERSITY POLENI HISTORY STRUCTURES ANALYSIS DOMES CRACKING MASONRY STONE EQUILIBRIUM VAULTS PLASTIC ELASTIC PROBLEMS ROME ST PETERS ITALY © Thomas Telford and ICE 1988 URALT Proc. Instn Ciu.Engrs, Part 1,1988,84,Aug., 737-759...

...CT MORLEY; RE MELCHERS; RH WOOD; CR GURLEY © Thomas Telford and ICE 1987 EQUILIBRIUM DESIGN TORSIONLESS LOADS GRILLAGES HILLERBORG SLABS CONCENTRATED COLUMNS MECHANISMS PAVEMENTS Proc.Instn Ciu. Engrs, Part 2, 1987,83, Sept., 669-682 DISCUSSION...

...A CSENKI © Thomas Telford and ICE 1987 JP KENNY & PARTNERS LTD, LONDON FOUNDATIONS PRESSURE RECTANGULAR FOOTINGS ALGORITHMS LOADS ECCENTRIC METHODS CALCULATIONS EQUILIBRIUM EQUATIONS SOILS STRESS BIAXIAL Proc. Insrn Civ.Engrs, Part 2, 1987,83, June, 465473...

...CT MORLEY © Thomas Telford and ICE 1986 CAMBRIDGE UNIVERSITY EQUILIBRIUM DESIGN SOLUTIONS LOADS TORSIONLESS GRILLAGES HILLERBORG SLABS CONCENTRATED ULTIMATE BEAMS ORTHOGONAL STRIP METHODS EDGES REINFORCED CONCRETE MOMENTS FIELD TRANSFER LINES POINTS FINITE...

... deformation can be included in modelling thin to moderately thick plates, thus enabling the effect of transverse shear on the nonlinear behaviour of plates to be included. A modifiedversion of the NewtonRaphson method for solving non-linear equations is adopted to obtain the final state of equilibrium...

... BRACING TRUSSES SPACE PROPERTIES MECHANISMS FREEDOM STATICAL HISTORY INDETERMINACY ARCHITECTURE LOADS REPAIRS FRAMES MEMBERS BARS JOINTS FRAMEWORK EQUILIBRIUM FORCES POSTS RIBS ELY UK TURALC Proc. lnstn Ciu. Engrs, Part 1, 1985,78, Dec., 1421-1436 8895 GROUP The timber...

...PJ MASON; KJW SPURR; P NOVAK; H SUTCLIFFE; MJ KENN © Thomas Telford and ICE 1985 EROSION PLUNGE POOLS DOWNSTREAM DAMS JETS FREE TRAJECTORY SCOUR BEDROCK ROCKS ESTIMATING POWER EQUILIBRIUM DEPTH FORMULAE ENERGY MATERIALS SPILLWAYS RATE MODELS PROTOTYPES DATA FLOW...

...D HO; CH LIU © Thomas Telford and ICE 1985 HONG KONG UNIVERSITY ANALYSIS SHEAR WALLS CORES LATERAL TORSIONAL LOADS ASSEMBLY METHODS FINITE STRIP COMPUTERS MICROCOMPUTERS CONTINUUM FRAMES EQUILIBRIUM FORCES VERTICAL COMPATIBILITY EQUATIONS SOLUTIONS NON PLANAR...

...O VILNAY; J HEYMAN; WJ HARVEY; JW MANN; RP WALKLATE © Thomas Telford and ICE 1984 CAMBRIDGE UNIVERSITY DUNDEE UNIVERSITY BRITISH RAIL BUCKLING MASONRY ARCHES BEHAVIOUR MECHANISMS EQUILIBRIUM STABILITY GEOMETRY SYMMETRY PARAMETERS SAFETY FACTORS INSTABILITY ANALYSIS...