... TEMPORARY WORKS INSTALLATIONS PLANT METHODS EXCAVATIONS GEOLOGY CONCRETE COOLING PRECAST FOUNDATIONS TREATMENT GROUTING DRAINAGE JOINTS CLOSURES OPENINGS CONTRACTS CABLEWAYS CRANES EXCAVATING PRODUCTION TEMPERATURE CONCRETING BLOCKS POST COOLING CURTAIN BLANKETS JOINT VENTURES...

...N RAJARATNAM; S SOLANKI; BOUSSINESQ; RICHARDSON © Thomas Telford and ICE 1989 ALBERTA UNIVERSITY EDMONTON CIRCULAR TURBULENT WALLS JETS EXPERIMENTS STUDIES PHOTOGRAPHIC GROWTH THREE DIMENSIONAL OPENINGS SMOOTH BOUNDARIES IMMERSED FLUIDS TANKS MIXING MOMENTUM BUOYANCY...

...NE SHANMUGAM; T BALENDRA © Thomas Telford and ICE 1985 SINGAPORE NATIONAL UNIVERSITY MODELS STUDIES MULTI CELL STRUCTURES EXPERIMENTS ELASTIC BEHAVIOUR PERSPEX WEBS SOLID LOADS OPENINGS CONCENTRATED EXPERIMENTAL ANALYSIS SOLUTIONS ANALYTICAL GRILLAGES TECHNIQUES...

... and put the work otuottender. 10. For navigation, the proposed Barrier had four main openings of 61 m, and twosubsidiaryopenings of 31 m. Four furtheropenings of31 m were to be provided to allow free flowof the tides through the structure. 11. The site in the western half of Woolwich Reach was chosen...

... FLEXIBLE RIGID MESHES HEIGHT STOREYS LENGTH THICKNESS CORRIDORS OPENINGS RATIOS SPANS EXTENSIONS Pror. lnstn Ciu. Engrs, Part 2,1984,77,June. 195-210 PAPER 8771 Effect of local elastic wall deformations on the interactionbetween floor slabs and shear walls A. COULL, BSc, PhD, FRSE, FICE...

...R NARAYANAN; NG DERAVEANESSIAN; VON MISES © Thomas Telford and ICE 1984 UNIVERSITY COLLEGE CARDIFF LANCASTER UNIVERSITY Proc. Instn Cit..Engrs, Part 2,1984,71,June, 107-137 PAPER 8722 An equilibrium method foarssessing the strength of plate girders with reinforced web openings R...

...IM MAY © Thomas Telford and ICE 1981 Proc. Instn Civ. Engrs, Part 2, 1981, 71, Mar., 215-233 8434 Determinatioofn collapse loads for unreinforced panels with and without openings I. M. M A Y , BTechM, Sc, PhD, M I C E * Work done in tension, compression and shear yield lines is determined...

...PAC SIMS; IM MAY © Thomas Telford and ICE 1981 BUILDINGS RESEARCH ESTABLISHMENT COLLAPSE UNREINFORCED YIELD LINE LOWER BOUNDS LOADS OPENINGS UPPER BOUNDS MODES PANELS DEFORMATION SOLUTIONS Proc. Instn Ciu. Engrs, Part 2, 1981,71,Sept.,983-985 8434 DISCUSSION...

...LA KUBIK; JE GIBSON © Thomas Telford and ICE 1981 CITY UNIVERSITY LONDON PREDICTION CONCRETE WEBS MECHANISMS HOLES MODELS STRENGTH DEEP OPENINGS STRESS FAILURES REINFORCED BEAMS COLLAPSE DISTRIBUTION PHOTOELASTIC Proc. lnstn Ciu. Engrs Part 2 1981.71, June, 615...

...LA KUBIK © Thomas Telford and ICE 1980 PROPERTY SERVICES AGENCY PSA PREDICTION CONCRETE WEBS MODELS SHEAR ULTIMATE LOADS SYMMETRICAL ANALYSIS BLOCKS MOMENTS STRENGTH DEEP OPENINGS DEFORMATION SPANS FLEXURAL METHODS TOP PREMATURE RELATIVE HINGES REINFORCED...

...R HULSE; RJ AMBROSE; PR LUMBARD TN 261 The strength of reinforced brickwork spanning openings in wall panels R . HULSE, BSc, M S c ,M I C E * R . J. AMBROSE, BSC, MICE* P. R. LUMBARD, MlStructEi The Paper describes the testing ofsix single skin brick panels each incorporating an opening spanned...

...HR EVANS; NE SHANMUGAM; R SEN DEPARTMENT OF TRANSPORT ELASTIC ANALYSIS CELLULAR STRUCTURES WEBS OPENINGS GRAPHS EFFECTIVE SHEAR TORSIONAL AREAS TWO DIMENSIONAL DEFLECTION THREE DIMENSIONAL GRILLAGES © Thomas Telford and ICE 1980 Proc. Instn Civ. Engrs, Part 2...

...HR EVANS; NE SHANMUGAM © Thomas Telford and ICE 1979 CARDIFF UNIVERSITY COLLEGE ELASTIC ANALYSIS CELLULAR STRUCTURES WEBS OPENINGS SIMPLIFIED GRILLAGES METHODS MULTI CELLULAR REDUCTION SHEAR TORSIONAL STIFFNESS EFFECT COEFFICIENTS EMPIRICAL CURVES PARAMETRIC FINITE...

...NE SHANMUGAM; HR EVANS; VIERENDEEL © Thomas Telford and ICE 1979 Proc. lnstn Ciu. Engrs, Part 2,1979, 67, Sept., 653-676 8243 Anexperimentalandtheoretical study of the effects of webopenings on the elastic behaviour of cellular structures An experimental study of the effects of web openings...

...JM DAVIES; JG YOUNG SALFORD UNIVERSITY CAMPBELL REITH TESTS STEEL BARRELS SUSPENDED LOADS LAPS METHODS CLASSICAL PLAIN ROOFS UNIFORM LIGHT CYLINDRICAL VAULTS DISTRIBUTION SHEET OPENINGS ANALYSIS ORTHOTROPIC TRAVERSES THEORY GAUGES SHELLS BEAMS VERTICAL ENDS...

... ACCURACY EFFECT LAG SOLUTIONS SQUARE OPENINGS METHODS CELLULAR ELASTIC IDEALISED DISCRETE DESIGN SUPPORTS BEHAVIOUR TORSIONAL PROCEDURE RECTANGULAR Proc. fnsrn Ciu. Engrs, Part 2, 1979, 61, Mar., 133-154 8198 An approximategrillageapproach t o the analysis of cellular structures...

...T C LIAUW; S W LEE © Thomas Telford and ICE 1977 UNIVERSITY OF HONG KONG FREEMAN FOX MULTI STOREY TALL BUILDINGS FRAMES ANALYSIS BEHAVIOUR INFILLED LATERAL LOADING STEEL REINFORCED CONCRETE OPENINGS CONNECTORS STRENGTH STIFFNESS Proc. Instn Civ. Engrs, Part 2, 1977...

... FORMULATION BUILDINGS TRAPEZOIDAL PIERCED MEDIUM FORMS COUPLED FLEXIBLE STRESS SYSTEMS SUPPORTS COLUMNS LATERAL TRIANGULAR TECHNIQUES THEORY METHODS OPENINGS SOLUTIONS POLYNOMIAL Proc. Instn Civ. Engrs, Part 2, 1974,57, Dec., 595-618 7735 Desicgunrvfcoeosruplsehdear walls on flexible...

...DV MALLICK; RP GARG © Thomas Telford and ICE 1971 INDIAN INSTITUTE OF TECHNOLOGY NEW DELHI FILL EFFECT STIFFNESS POSITIONS TESTS SELFEQUILIBRIATING METHODS ACTION PANELS EXPERIMENTS INFILL OPENINGS FRAMES SHEAR MODELS THEORY FINITE ELEMENTS DOORS ULTIMATE MATERIALS...

... SHELLS TECHNIQUES THICKNESS OPENINGS FORCES DISCRETE COLUMNS EFFECT © Thomas Telford and ICE 1968 WALES UNIVERSITY SWANSEA CALGARY UNIVERSITY 7077 The analysis of cooling tower ringbeams The Paper describes a method of predicting the magnitude and distribution of the 'in-plane...