...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...

...J A HEMSLEY © Thomas Telford and ICE 1990 OVE ARUP HONG KONG UNIVERSITY ELASTIC SOLUTIONS LARGE MATRIX PROBLEMS MATRICES FOUNDATIONS INTERACTION ANALYSIS INTERACTIVE METHODS SOIL STRUCTURE SYSTEMS STATIC APPLIED LOADING NUMERICAL TESTS USE DESIGN PRACTICE...

...J A HEMSLEY © Thomas Telford and ICE 1990 OVE ARUP HONG KONG UNIVERSITY APPLICATIONS LARGE MATRIX INTERACTION MATRICES ANALYSIS RAFTS FOUNDATIONS METHODS STRUCTURAL DESIGN MOMENTS FIELD SPECIFICATIONS STEEL REINFORCEMENT ESTIMATES SETTLEMENT ANGULAR DISTORTION...

... 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...

... is demonstratedthatthesegeometric variations of jointco-ordinatesmustcompriseacombination of member rotationand member elongation. It is also shown that the theorems of geometric variation satisfy both compatibility and equilibrium conditionAs.general matrix formulationof these theorems is presented for use incomputer programs...

... joints in offshore structures. Proc. Instn Ciu. Engrs, Part 2,1986,81, Dec., 659-673. 888 © Thomas Telford and ICE 1987 OFFSHORE STRUCTURES JOINTS FLEXIBLE EQUATIONS DESIGN ANALYSIS PARAMETRIC MATRICES MATRIX TUBULAR DISPLACEMENT RATIOS ...

...C DAVIS; SR COCHRANE QUEENS UNIVERSITY BELFAST SIMULATION MANAGEMENT DEMAND MANPOWER PROJECTS CONSULTANTS DEPARTMENTS EXPERTISE MATRIX MATRICES SYSTEMS ORGANISATIONS MANAGERS LONG TERM SHORT TERM COSTS MICROCOMPUTERS STAFF LEVELS OPTIMISATION Proc. Instn Ciu. Engrs...

...H FESSLER; PB MOCKFORD; JJ WEBSTER © Thomas Telford and ICE 1986 NOTTINGHAM UNIVERSITY PARAMETRIC EQUATIONS FLEXIBLE BRACES MATRICES MATRIX JOINTS TUBULAR SINGLE TESTS ARALDITE OFFSHORE STRUCTURES MODELS EXPERIMENTS FINITE ELEMENTS METHODS ASSESSMENT PROCEDURE...

...H FESSLER; PB MOCKFORD; JJ WEBSTER © Thomas Telford and ICE 1986 NOTTINGHAM UNIVERSITY PARAMETRIC EQUATIONS FLEXIBLE MATRICES MATRIX BRACES TUBULAR JOINTS OFFSHORE STRUCTURES LOADS CHORDS MODELS INDUCED DISTORTION PRACTICAL UNREINFORCED WELDED NON OVERLAPPING TESTS...

... LOADS DAMPING STRUCTURAL INERTIA FORCES CORRELATION SUPPORTS MOVEMENT ACCELERATION STUDIES NUMERICAL FREQUENCY TIME HARMONIC ANTENNAE FORWARD INTEGRATION POTENTIAL ENERGY WORK CONVERGENCE SCALING MAGNITUDE VELOCITY SPECTRA POWER MATRICES MATRIX TURBULENT MODELS MODELLING...

...-linear behaviour of orthotropic plates subject to transverse loading is investigated in this Paper using higher-order finite elements. The formulation procedure for elements with up to 25 nodes is established and derivation of the flexural and tangential stiffness matrix based on the classical von Karman...

...FR MOUDARRES; A COULL; A RUTENBERG © Thomas Telford and ICE 1986 ISRAEL INSTITUTE OF TECHNOLOGY, HAIFA STRUCTURES VIBRATIONS FREE OUTRIGGERS BRACED CANTILEVER FLEXURAL CONSTRAINTS ROTATION CORES PROPERTIES FREQUENCIES COLUMNS RATIOS RIGIDITY SEISMIC TRANSFER MATRIX...

...JPF O CONNOR DEPARTMENT OF WATER AFFAIRS, PRETORIA THREE DIMENSIONAL MESHES ELEMENTS SURFACE CURVED EMBEDDED STIFFENERS ISOPARAMETRIC LINEAR BEHAVIOUR ELASTICITY MATRICES MATRIX ARCHES METHODS FINITE ELEMENTS ANALYSIS DAMS VALLEYS EFFECT CRACKS FORMATION CONCRETE...

..., FICE, FIStructE, FASCEt The field transfer matrix technique is used to determine the natural frequencies of atall outrigger-braced structure. The effects of bending, shear and rotatory inertia are includeidn the analysis. The influences of the relative flexural and axial stiffnesses of the core...

...B STAFFORD SMITH; B STAFFORD SMITH; A ABATE; ST VENANT © Thomas Telford and ICE 1984 MCGILL UNIVERSITY MONTREAL PRATT AND WHITNEY EFFECT SHEAR DEFORMATION CENTRES OPEN SECTION THIN WALLED THIN WALLS MEMBERS TORQUE LOCATION STIFFNESS MATRIX MATRICES LENGTH ANALYSIS...

...RJ COPE; PV RAO PROCEDURE BRIDGES ANALYSIS NON LINEAR SLABS CONCRETE TWO STAGE PREDICTION REINFORCED STRAIN LOADS MATERIALS PROPERTIES MODELS EFFECT OVERLOAD STRUCTURAL MODIFICATION MATRIX STIFFNESS MATRICES CALCULATIONS CRACKING TANGENTS SHORT TERM STRESS CURVES...

... METHODS CRACKING YIELDING NON LINEAR ANALYSIS PREDICTION FINITE ELEMENTS PROCEDURE MODELLING EQUATIONS CONSTITUTIVE MATRIX MATRICES STIFFNESS TENSION IN PLANE SHEAR MODULUS MONITORING PARAMETERS INDICES COSTS NUMERICAL MODELS INSTRUMENTATION MATERIALS DEFLECTION STRAIN FAILURES...

...SC FAN; YK CHEUNG © Thomas Telford and ICE 1983 HONG KONG UNIVERSITY HALCROW ASIA STATIC ANALYSIS BOX GIRDERS BRIDGES SPLINE FINITE STRIP METHODS DISPLACEMENT STRIP FUNCTIONS LONGITUDINAL CONVENTIONAL TRANSVERSE SHAPE ENDS INTERIOR SUPPORTS PROBLEMS MATRIX...

...TC LIAUW; KH KWAN; GJW KING; PC PANDEY © Thomas Telford and ICE 1983 NON LINEAR ANALYSIS TALL BUILDINGS INFILLED FRAMES MULTI STOREY STRESS PROCEDURE BEHAVIOUR PANELS STIFFNESS MATRICES MATRIX ULTIMATE STRAIN LATERAL LOADS CURVES INTERFACE CONFIGURATION DEFLECTION...

...* The transfer matrix methodS was used for the stress analysis. The loads considered for the analysis were a dead load of 24 kN/m3 (due to concrete density), a surface finish of 0.25 kN/m2 of surface area and a superimposed load 0.75 kN/m2 of projected plan area. The total weight of reinforced concrete per unit...