...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...

... SPACE CONTINUUM BEAMS FOUNDATIONS RELATIVE STIFFNESS RATIOS VARIATIONS INTERACTIVE OPEN PLANE SYMMETRIC TWO BAY TWO STOREY REINFORCED CEMENT CONCRETE FOOTINGS SUPERSTRUCTURES FLOORS MOMENTS HOGGING PARAMETRIC STUDIES STRIP REPRESENTATION Proc. Instn Ciu. Engrs, Part 2, 1991,91...

...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...

... MOMENTS NON LINEAR CURVATURE SPECIFIC TWIST CHARACTERISTICS INCREMENT ITERATIVE PROCEDURE METHODS LOADING RECTANGULAR I BEAMS ELASTIC RANGE CURVES INSTABILITY RELATIONS EXPERIMENTS FAILURES ENERGY STIFFNESS COEFFICIENTS EQUATIONS Proc. Instn Cio. Engrs, Part 2, 1991, 91, Mar., 89...

... 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...

... for the more novel problem of multi-strand rope axial stiffness estimation, which varies as a function of axial load perturbation/mean ratio. The match between axial stiffness predictions on a 40mm 0.d. ropeand available experimentadlata is encouraging. Numerical results for some realistic cable constructions...

... 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...

... 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...

... 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...

...MMK LEE © Thomas Telford and ICE 1990 UNIVERSITY COLLEGE SWANSEA NUMERICAL STUDIES PLATES GIRDERS WEBS HOLES ANALYSIS TRANSVERSE STIFFNESS PANELS FINITE ELEMENTS METHODS BENDING SHEARING LOADS ULTIMATE STRENGTH STRESS FIELDS COLLAPSE THEORY TENSION SHEAR...

...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...

...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...

...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY BRACING EFFECT THREE DIMENSIONAL COLUMNS SUBASSEMBLAGES ULTIMATE STRENGTH STIFFNESS STEEL UNSTABLE SUPPORTS RIGID INDUCTION COLLAPSE MEMBERS BRACED BEAMS NON SWAY CONNECTIONS LOADS TRANSFER...

... 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, 159-174 PAPER 9331...

...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...

... 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...

...M RAOOF © Thomas Telford and ICE 1989 SOUTH BANK POLYTECHNIC LONDON THEORY EFFECT EXTERNAL PRESSURE SPIRAL STRANDS DEVELOPMENT MODELS ANALYSIS MULTILAYER EFFECT HIGH EXTERNAL PRESSURE HYDROSTATICS CABLES AXIAL STIFFNESS HYSTERESIS PATTERNS INTERWIRE CONTACT...