...D M POTTS; R A DAY; J D FINDLAY; D THOMPSON; I F SYMONS; C RAISON; T PAUL; H D ST JOHN; W H WARD; A S O BRIEN; D P NICHOLSON; K YAH; N J BROOKS © Thomas Telford and ICE 1991 USE SHEETPILES SHEETPILING RETAINING WALLS DEEP EXCAVATIONS STIFF CLAYS PARAMETRIC STUDIES FLEXIBLE...

... of these groups, and the resultsof computer analyses of 45 beams. 69. The best compromise between simplicity and accuracy was found to be the expression where W, = 8 ML? so = M,, Lh,/6E, I, and M,, is the plastic moment of resistance of the steel beam, of depth h, and of elastic flexural stiffnessE , I...

...M M ALLAM; K S SUBBA RAO; B V V SUBRAMANYA; WINKLER FRAMES SOILS INTERACTION SPRINGS WINKLER SPRINGS MODELS SUPPORT LINEAR ELASTICITY FRAMED SOIL STRUCTURE ANALYSIS ELASTIC HALF SPACE CONTINUUM BEAMS FOUNDATIONS RELATIVE STIFFNESS RATIOS VARIATIONS INTERACTIVE OPEN PLANE...

...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...

...A ZINGONI; M N PAVLOVIC © Thomas Telford and ICE 1991 IMPERIAL COLLEGE EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS LIMITING RINGS BEAMS STIFFNESS STRESS BENDING LOCALISED KINEMATICS CONSTRAINTS DISPLACEMENT PATTERNS AXIAL TORSIONAL ROTATIONAL RIGIDITY...

... trigonometrical displacement function c, distance of applied load from centre of torsion D stiffness matrix E modulus of elasticity E coefficients of linear term of increment losfs of potential energy G modulus of rigidity G,, critical total uniformly distributed buckling load I second moment ofarea Written...

... IMPERFECTIONS INSTRUMENTATION CLASSIFICATION DESIGN CODES TORSIONAL STIFFNESS HOGGING MOMENTS UNCASED Proc. h s t n ciu. Engrs, Part 2,1991, 91, Mar., 131-161 PAPER 9685 STRUCTURBAULILDAINNDG Distortional lateral bucklinogf continuous composite beams BOARD R. P. JOHNSON, MA, FEng, FICE, FIStructE* C...

...M RAOOF SIMPLE FORMULAE SPIRAL STRANDS MULTI STRAND ROPES STEEL CABLES MODELS PARAMETRIC STUDIES DESIGN OFFICE APPLICATIONS FORMULATION AXIAL STIFFNESS ESTIMATES LOADS PERTURBATION MEAN RATIOS HYSTERESIS LATERAL CONTRACTION MULTILAYER CALCULATIONS ORTHOTROPIC THEORY...

... convergence compares well with the FEM results, obtained using an infinite stiffness, where each element has three nodesand five degrees of freedom as comparedwith the one nodeof the present method.The results show the present methodto converge to the mechanism solutionat failure, and indicate that 40...

... 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...

... SPRINGS STIFFNESS RELATIONS FINITE DIFFERENCE MATRIX SETTLEMENT MATRICES DISPLACEMENT COMPUTERS PROGRAMS EQUIVALENT RINGS HOMOGENEOUS ISOTROPIC Proc. Instn Civ. Engrs, Part 2, 1990, 89, Sept., 407-431 PAPER 9595 STRUCTURAL ENGGRIONUEEPRING Simple computer analysis of circular rafts under...

...,No.22,396-399. 16.LEE M. K. K. A theoretical model for collapse of plate girders with perforated webs. Struct. Engr,1990,68,No. 4,72-80. 206 © Thomas Telford and ICE 1990 UNIVERSITY COLLEGE SWANSEA NUMERICAL STUDIES PLATES GIRDERS WEBS HOLES ANALYSIS TRANSVERSE STIFFNESS PANELS...

...M RAOOF © Thomas Telford and ICE 1990 SOUTH BANK POLYTECHNIC PERFORMANCE NEW DATA CABLES STRAIN ROPES SPIRAL WELL USED HYSTERESIS AXIAL GAUGING STRANDS TESTS SPECIMENS WIRE STIFFNESS Proc. Instn Ciu. Engrs, Part 2, 1990,89, Mar., 103-120 PAPER 9546 STRUCTURAL...

...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...

...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...

... sufficient stiffness virtually to eliminate movement of the braced section. Notation bracing reaction at failure F individual bracing reactions at failure major axis rigidity of the column minor axis rigidity of the column beam length column length cross-sectional plastic moment capacity about minor axis...

... TRANSVERSE FLANGES MODELS INELASTIC MECHANISMS UNDERWATER CROSSINGS SHIELD DRIVEN PROPERTIES SHIELDS CYLINDRICAL FINITE STRIP MOMENTS CURVATURE RESPONSES STIFFNESS TUBES RIGIDITY HUDSON RIVER MANHATTAN NEW JERSEY USA UNITED STATES Proc. Instn Cio.Engrs, Part 2,1989,87, June...

... 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...

... PAVEMENTS TESTS ROADS MOISTURE DENSITY PENETRATION LAYERS EQUIPMENT PROBLEMS INTERPRETATION VALUE CLAYS STIFFNESS RESIDUAL LATERAL PRESSURE RESTRAINT MOULDS MATERIALS UNBOUND GRAVEL RELIABILITY EFFECT CONFINEMENT Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 119-125 DISCUSSIOTNNON...

...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY ULTIMATE STRENGTH ANALYSIS THREE DIMENSIONAL BRACED I BEAMS BRACING STIFFNESS FORCES LOADS MEMBERS FINITE ELEMENTS PROGRAMS INITIAL DEFORMATION PLASTICITY EXPERIMENTS THEORY ELASTIC...