... 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 OVERSEAS VICTORIA DAM MAHAWELI GANGA VICTORIA...

...N RAJARATNAM; S SOLANKI; BOUSSINESQ; RICHARDSON ALBERTA UNIVERSITY EDMONTON CIRCULAR TURBULENT WALLS JETS EXPERIMENTS STUDIES PHOTOGRAPHIC GROWTH THREE DIMENSIONAL OPENINGS SMOOTH BOUNDARIES IMMERSED FLUIDS TANKS MIXING MOMENTUM BUOYANCY TRANSVERSE VERTICAL LINEAR...

...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...

...RW HORNER; D CLERK © Thomas Telford and ICE 1985 THAMES BARRIER BARRIERS RIVERS FLOODS DEFENCES DESIGN CONSTRUCTION GATES CONTRACTS PIERS PUMPS MECHANISMS OPENINGS METHODS ENDS POSITIONS THAMES LONDON UK Proc. Instn Civ. Engrs, Part 1, 1985,77,Feb., 15-25...

... 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 EQUILIBRIUM METHODS ASSESSMENT STRENGTH PLATES GIRDERS REINFORCED WEBS OPENINGS ULTIMATE LOADS TESTS FAILURES MECHANISMS THEORY CALCULATIONS SHEAR...

...IM MAY © Thomas Telford and ICE 1981 WARWICK UNIVERSITY COLLAPSE PANELS COMPRESSION RIGID MATERIALS FRAMES UPPER BOUNDS LOWER BOUNDS FIELDS TECHNIQUES RECTANGULAR CRUSHING LOADS OPENINGS SHEAR PLASTIC SQUARE ANALYSIS METHODS HOLES COINCIDENTAL ROTATIONAL...

...PAC SIMS; IM MAY BUILDINGS RESEARCH ESTABLISHMENT COLLAPSE UNREINFORCED YIELD LINE LOWER BOUNDS LOADS OPENINGS UPPER BOUNDS MODES PANELS DEFORMATION SOLUTIONS © Thomas Telford and ICE 1981 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 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 BEAMS TESTS RECTANGULAR EQUATIONS...

...R HULSE; RJ AMBROSE; PR LUMBARD © Thomas Telford and ICE 1980 LANCHESTER POLYTECHNIC COVENTRY POLYTECHNIC IBSTOCK BUILDING PRODUCTS STRENGTH REINFORCED BRICKWORK OPENINGS WALLS PANELS TESTS SKIN BRICKS SPANS UNREINFORCED BEDS JOINTS FAILURES LOADS VERTICAL POINTS...

...HR EVANS; NE SHANMUGAM; R SEN Proc. Instn Civ. Engrs, Part 2, 1980, 69, Sept., 881-883 8282 DISCUSSION The elastic analysis of cellular structures containing web openings H. R . EVANS & N. E. SHANMUGAM M r R. Sen, BridgesEngineering(DesignStandards)Division,Department of Transport The graphs...

...HR EVANS; NE SHANMUGAM Pror. Instn Civ. Engrs, Part 2, 1979, 61, Dec., 1035-1063 8282 elastiTche analysis of cellular structures containing web openings Openings are frequentlyplaced in thewebsof multicellularstructures.ThisPaper describes the applicationof a simplified grillage approachto...

...NE SHANMUGAM; HR EVANS; VIERENDEEL CARDIFF UNIVERSITY COLLEGE EXPERIMENTS THEORY EXPERIMENTAL STUDIES EFFECT OPENINGS WEBS ELASTIC BEHAVIOUR CELLULAR STRUCTURES GIRDERS CELLS SINGLE SINGLE CELL SHEAR STIFFNESS PLATES TORSIONAL LAG MODELS GRILLAGES TECHNIQUES MULTI...

... stiffnesses. These quantities are given in terms of Young's modulus E, Poisson's ratio U and the profile dimensions defined in the table. Test programme and procedures 8. The testprogrammecomprisedthreeparts:tests on plain b a m l vaults, tests on suspendedbeamshells and tests on baml vaultswith opening...

... 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...

... CONDITIONS BOUNDARIES TOWERS METHODS DISTRIBUTION SHELLS TECHNIQUES THICKNESS OPENINGS FORCES DISCRETE COLUMNS EFFECT 7077 The analysis of cooling tower ringbeams The Paper describes a method of predicting the magnitude and distribution of the 'in-plane' stresses in the ring beams of large...