...FW WILLIAMS; MD BOND; L FERGUSSON; HOOKE © Thomas Telford and ICE 1983 UWIST UNIVERSITY OF WALES INSTITUTE OF SCIENCE AND TECHNOLOGY ACCURACY NATURAL FREQUENCIES FRAMES CLADDING MODES SUBSTITUTE SWAY METHODS COMPUTERS PROGRAMS DYNAMICS EQUIVALENT LAWS EXTENSIONS...

...PW FRANCE © Thomas Telford and ICE 1981 UWIST ANALYSIS RECTANGULAR PARALLEL THEORY RATIOS FLUMES LOSS CLASSICAL HYDRAULIC CHANNELS SIDES EQUATIONS SEQUENTIAL EXPERIMENTS LENGTH VALUE PROCEDURE JUMP DIVERGING FROUDE NUMBERS DEPTH ANGLES LABORATORIES ENERGY...

...D ANDERSON; UWIST; MA ISLAM; FW WILLIAMS DESIGN BUILDINGS LOADS CLADDING DETERIORATION UNBRACED STEEL COMBINED SWAY STIFFNESS TALL FRAMES METHODS DEFLECTION CALCULATIONS © Thomas Telford and ICE 1980 UWIST Proc. Insfn Ciu. Engrs, Part 2, 1980 69, Dec., 1055 8286...

...FW WILLIAMS; UWIST © Thomas Telford and ICE 1980 UWIST BUCKLING CONTINUOUS DESIGN METHODS STIFFNESS RIGIDITY AXIAL CURVES LOADS EXACT THEORY ELASTIC COLUMNS GRIDS OUT OF PLANE DISTRIBUTION FORCES CALCULATIONS FAST SUPPORTS HAND BEAMS LOADS FLEXURAL SCALING...

...WP HOWSON; FW WILLIAMS; UWIST Proc. Instn CiD. Engrs, Part 2, 1980,69,June, 261-279 8338 A parametric study of the initial buckling of stayed columns W . P. HOWSON* F. W. WILLIAMS* Stayed columns are very efficient whenP/L2is small, whereP and L are the axial force and lengthof...

...FW WILLIAMS; JM DAVIES; UWIST © Thomas Telford and ICE 1979 UWIST ACCURACY LOADS SUBSTITUTE SWAY FRAMES CLADDING UNBRACED MULTI STOREY MULTIBAY RIGID JOINTS PLANE HAND CALCULATORS METHODS ERRORS STOREYS BAYS RATIOS BEAMS STIFFNESS COLUMNS Proc. Insrn Cio...

...FW WILLIAMS © Thomas Telford and ICE 1979 UWIST CONSISTENT STABILITY SWAY MAGNIFICATION CALCULATIONS LOADS UNBRACED WORKING EXACT FRAMES TREATMENT ELASTIC TALL METHODS WIND SUBSTITUTE CLADDING DEFLECTION BUCKLING BUILDINGS Proc. Insrn Ciu. Engrs, Part 2, 1979...

...DM PORTER; FW WILLIMAS; EULER; UWIST © Thomas Telford and ICE 1978 CARDIFF UNIVERSITY COLLEGE UWIST COLUMNS METHODS BATTENS UNIFORM FORMULAE NON UNIFORM ESTIMATES LOADS CALCULATORS CLASSICAL BUCKLING RIGID THEORY CONTINUUM PROGRAMS ELASTIC MODES MODIFIED DESIGN...

...PH JOHN; FA JOHNSON; P SUTCLIFFE; UWIST © Thomas Telford and ICE 1978 TAUPO DEPARTMENT OF SCIENTIFIC & INDUSTR IAL RESEARCH SHEFFIELD UNIVERSITY UWIST INTEGRATING DISCHARGES DESIGN DOWNSTREAM FLOW VELOCITY ACCELERATION EVALUATION RIVERS FLOATS THEORY RELEASE...

...DN CATHIE; R DUNGAR © Thomas Telford and ICE 1978 UWIST BRISTOL UNIVERSITY EVALUATION CONSTRUCTIONAL DAMS ELASTIC THREE DIMENSIONAL CLAYS SOLUTIONS MOVEMENT EMBANKMENTS PLASTIC EQUATIONS FINITE ELEMENTS BEHAVIOUR ANALYSIS NON LINEAR WIDE CORES ACCURACY ERRORS...

...YK CHEUNG; C DELCOURT; FW WILLIAMS © Thomas Telford and ICE 1977 UWIST BUCKLING FLAT CONTINUOUS FREQUENCIES VIBRATIONS SPANS METHODS THIN STRUCTURES BEAMS EIGEN VALUES Proc. Instn Ciu. Engrs, Part 2, 1977, 63, Dec., 943-946 7959 DISCUSSION Buckling and vibration...

...FW WILLIAMS; RANKINE; RH WOOD; MERCHANT © Thomas Telford and ICE 1977 UWIST SIMPLE UNBRACED STEELWORK PLANE FORMULAE LOADS CALCULATIONS DESIGN MULTI STOREY STRUCTURES FRAMES STEEL LOWER BOUNDS Proc. Instn Ciu. Engrs, Part 2, 1977.63, June, 475479 TN 157 Simple design...

...FW WILLIAMS; UWIST © Thomas Telford and ICE 1977 UWIST APPLICATIONS MOMENTS SIMULTANEOUS PROGRAMMABLE ILL CONDITIONING CALCULATIONS POCKETS DISTRIBUTION EQUATIONS PROGRAMS CONVERGENCE CALCULATORS SOLUTIONS METHODS MODIFIED Proc. Instn Civ. Engrs, Part 2, 1977, 63...