...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 APPLICATIONS LARGE MATRIX INTERACTION MATRICES ANALYSIS RAFTS FOUNDATIONS METHODS STRUCTURAL DESIGN MOMENTS FIELD SPECIFICATIONS STEEL REINFORCEMENT ESTIMATES SETTLEMENT ANGULAR DISTORTION...

...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...

... 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...

... not generally leadto inefficiency unless the number of modifications is large. If a large numberof modifications is required then these should be undertakenin stages to keep the matrices small.For structural modifi- cations alone, the theoremosf structural variationwill be moreefficient since fewer equilibrium...

...H FESSLER; PB MOCKFORD; JJ WEBSTER; W MANNERS Proc. Instn Ciu.Engrs, Part 2,1987,83,Dec.,887-888 DISCUSSION ON PAPERW91A2T4ER ENGINEERGINROGUP Parametric equations for thfleexibility matrices of multi-brace tubular joints in offshore structures H. Fessler, P. B. Mockford and J. J. Webster Dr W...

...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 MATRICES MATRIX BRACES TUBULAR JOINTS OFFSHORE STRUCTURES LOADS CHORDS MODELS INDUCED DISTORTION PRACTICAL UNREINFORCED WELDED NON OVERLAPPING TESTS...

...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...

... 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...

... PLATES ORTHOTROPIC SHEAR DEFORMATION EFFECT BEHAVIOUR NON LINEAR THEORY LOADS TRANSVERSE FINITE ELEMENTS HIGHER ORDER MATRIX MATRICES STIFFNESS FLEXURAL TANGENTIAL DISPLACEMENT BENDING VARIABLES MODELLING EQUATIONS STATE EQUILIBRIUM SYSTEMS STABILITY METHODS DATA ELEMENTS...

... MATRICES METHODS TECHNIQUES PARAMETERS Proc. Instn Ciu. Engrs, Part 2, 1986,81,Mar., 149-152 DISCUSSION ON PAPER 8852 STRUCTUREANLGINEERINGGROUP Free vibrations of outrigger-braced structures F. R.Moudarres andA. Coull Dr A. Rutenberg, Technion-Israel Institute of Technology,Haifa In this Paper...

...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...

... of thestate vectors attheother significantpointsa, c, dande by the relationships ZG = A . Z, = [ A l l AIJZ, ~ (64 Zl = B . Z, = [B,, Bll]Zc ~ = c . Z,; .q = cz, (64 where A, B and C are transfer matrices of a form similar to U with corresponding elements, aij, bij and cij,to those given in Appendix 1...

...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...

... MATRICES STRUCTURAL THEORY COMPUTERS PROGRAMS SYSTEMS SOLUTIONS ANALYTICAL LOADS NUMERICAL FORMULATION Proc. Instn Ciu. Engrs, Part 2,1983,75, June, 311-323 TECHNICAL NOTE 363 Static analysis of right box girder bridges by spline finite strip method Y. K. CHEUNG, PhD, DSc, DE,FICE,FIStructE* S...

...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...

... of folded plates by the method of transfer matrices. J . Instn Engrs India. Institution of Engineers of India, Part CI5, 1966,46, May, 489-515. 489-515. 814 © Thomas Telford and ICE 1982 CENTRAL SOIL AND MATERIALS RESEARCH STAT -ION NEW DELHI INDIAN INSTITUTE OF TECHNOLOGY OPTIMISATION...