...FW WILLIAMS; MD BOND; L FERGUSSON; HOOKE UWIST UNIVERSITY OF WALES INSTITUTE OF SCIENCE AND TECHNOLOGY ACCURACY NATURAL FREQUENCIES FRAMES CLADDING MODES SUBSTITUTE SWAY METHODS COMPUTERS PROGRAMS DYNAMICS EQUIVALENT LAWS EXTENSIONS MEMBERS STABILITY BEAMS FUNCTIONS...

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

...FW WILLIAMS; UWIST 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 COMPUTERS APPROXIMATE TRANSVERSE...

...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 Proc. Insrn Cio. Engrs, Part 2, 1979, 67, Dec., 943-949 8297 Accuracy of critical loads given by substitute sway frames with cladding The lowest critical load factor is found for a compactly difined rangeof 23 unbraced, multi-storey,multi-bay...

... buckling loads of elastic structures. J. Struct. Mech., 1973, 1, No. 4, 497-518. 367 © Thomas Telford and ICE 1979 UWIST CONSISTENT STABILITY SWAY MAGNIFICATION CALCULATIONS LOADS UNBRACED WORKING EXACT FRAMES TREATMENT ELASTIC TALL METHODS WIND SUBSTITUTE CLADDING...

...DM PORTER; FW WILLIMAS; EULER; UWIST CARDIFF UNIVERSITY COLLEGE UWIST COLUMNS METHODS BATTENS UNIFORM FORMULAE NON UNIFORM ESTIMATES LOADS CALCULATORS CLASSICAL BUCKLING RIGID THEORY CONTINUUM PROGRAMS ELASTIC MODES MODIFIED DESIGN ENDS Proc. Insrn Cio. Engrs, Part...

...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 Proc. Instn Ciu. Engrs, Part 2, 1978, 65, Sept., 551-568 Evaluation of finite element predictions for constructional behaviour of a rockfill dam D. N. CATHIE, BSc. PhD* R . DUNGAR, BSc. PhDt Finite element...

...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; UWIST Proc. Instn Civ. Engrs, Part 2, 1977, 63,June, 363-376 8025 Application of programmablpeocket calculators to moment distribution and the solution of simultaneous equations Cheap programmable pocket calculators are effectively small computers, but standard computer methods...

...FW WILLIAMS; RANKINE; RH WOOD; MERCHANT 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 proceduresfor unbraced multi-storey...