... LOADS SIMPLE METHODS PREDICTION STRENGTH BEHAVIOUR WARPING EXPERIMENTS CALCULATIONS INSTRUMENTATION ECCENTRIC DEFLECTION TRANSVERSE ROTATION STRAIN CRACKS PATTERNS CIRCULATORY Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 577-592 PAPER 9708 STRUCTURBAULILDAINNDG BOARD Prestressed...

... them to apply it to what I feel is a more urgent problem in design: namely that of eccentric loading out of the plane of the wall. This problem requires threedimensional analysis which may be beyond the Authors current investigation. Indeed, the high bearing capacity with reducing bearing area...

... RECORDS DYNAMICS EFFECT PARAMETERS LATERAL COUPLING VALUE BUILDING EQUATIONS ALTERNATIVE PROCEDURE ECCENTRIC TORSION ECCENTRICITY EUROPE Proc. Instn Ciu. Engrs, Part 2,1988,85, Dec., 5 8 7 4 7 PAPER 9210 STRUCTURAL ENGGRINOEUEPRING Evaluationof the secondary torsional design...

...HM HAYDL; MJ BLACKLER; JGM WOOD © Thomas Telford and ICE 1988 ECCENTRIC SILOS DISCHARGES DESIGN PRACTICE DATA CIRCULAR BENDING TECHNIQUES PRESSURE METHODS ANALYSIS Proc. Instn Civ.Engrs, Part 2,1988,85, June, 371-372 DISCUSSION ON TN 490 STRUCTURENAGLINEERGINRGOUP Eccentric...

...DMF ORR STRENGTH SHEAR LOADS ECCENTRIC INCLINED METHODS DISPLACEMENT ANALYSIS EXPERIMENTAL DATA RIVETS FAILURES UNIVERSITY COLLEGE CORK IRELAND © Thomas Telford and ICE 1987 Proc. Instn Ciu.Engrs, Part 2,1987,83, Dec., 851-859 TECHNNICOATEL 496 STRUCTURAL...

... PRESTRESSED ECCENTRIC CODES PROCEDURE Proc. Instn Ciu.Engrs, Part 1, 1987,82,Dec., 1165-1 186 9238 STRUCTGUROALUPENGINEERING Predicting the enhanced punchingstrength of interior slab-column connections G. I. B. RANKIN, BSc, PhD, MICE* A. E. LONG, BSc, PhD, DSc, MIStructE, FICEt The punching strength...

... restraint increases. For eccentrically loaded columns, the use of interaction formulae derived from the pin-ended case in conjunction with column strengths that accurately reflect the truedegree of end restraint, is generally found to be conservative. Notation A area of section E elastic modulus of material...

...A CSENKI © Thomas Telford and ICE 1987 JP KENNY & PARTNERS LTD, LONDON FOUNDATIONS PRESSURE RECTANGULAR FOOTINGS ALGORITHMS LOADS ECCENTRIC METHODS CALCULATIONS EQUILIBRIUM EQUATIONS SOILS STRESS BIAXIAL Proc. Insrn Civ.Engrs, Part 2, 1987,83, June, 465473...

...HM HAYDL © Thomas Telford and ICE 1987 HMH RESEARCH & ENGINEERING COMPANY, KITC HENER, ONTARIO. ECCENTRIC DISCHARGES SILOS CIRCULAR CALCULATIONS BENDING MOMENTS METHODS WALLS PRESSURE ESTIMATING Proc. Instn Ciu. Engrs, Part 2,1987,83, June, 475480 TECHNNICOATLE 490...

...AN BEAL; CP 110; CP 114 © Thomas Telford and ICE 1986 R.H. THOMASON & PARTNERS DESIGN COLUMNS SLENDER GRAPHICAL METHODS ANALYSIS LOADS AXIAL ECCENTRIC LINEAR NON LINEAR STRUCTURAL MATERIALS THEORY STEEL STANCHIONS BEHAVIOUR REINFORCED CONCRETE TESTS CODES...

...B STAFFORD SMITH; S VEZINA; BS SMITH © Thomas Telford and ICE 1985 MCGILL UNIVERSITY MONTREAL LAVALIN INC MONTREAL BUILDINGS TALL STRUCTURES RESISTANCE CENTRES METHODS TWO DIMENSIONAL MODELS PLANAR TORQUE FLOORS INDUCED CALCULATIONS THREE DIMENSIONAL LOADS ECCENTRIC...

...HM HAYDL; JGM WOOD © Thomas Telford and ICE 1984 FORCES CIRCULAR WALLS ECCENTRIC DISCHARGES SILOS DATA FINITE ELEMENTS TECHNIQUES FAILURES ANALYSIS FLOW ECONOMICS CODES Proc. Instn Ciu. Engrs, Part 2, 1984,77, Mar., 105--106 DISCUSSION ON TECHNICALNOTE 362 Additional forces...

...HM HAYDL; DIN 1055; ACI 313-77 © Thomas Telford and ICE 1983 CONSULTEC MISSISSAUGA ONTARIO FORCES SILOS CIRCULAR WALLS ECCENTRIC DISCHARGES LOADS DESIGN MATERIALS PRESSURE CODES AIDS MODELS BENDING MOMENTS AXIAL HOOP Proc. Instn Ciu. Engrs, Part 2,1983,75, June...

...RF DANESI; AD EDWARDS UNIVERSIDAD NACIONAL DE TUCUMAN ARGENTIN HERIOT WATT UNIVERSITY BEHAVIOUR FAILURES PRESTRESSED CONCRETE BOX BEAMS DEFORMATION LOADS ECCENTRIC TESTS THICKNESS WEBS CRACKS DIFFERENCES PROPAGATION BENDING TORSION SHEAR DEFLECTION ROTATION FLEXURAL...

...RF DANESI; AD EDWARDS; ST VENANT © Thomas Telford and ICE 1982 TUCUMAN NACIONAL UNIVERSIDAD ARGENTINA HERIOT WATT UNIVERSITY BENDING TORSION DISTORTION PRESTRESSED CONCRETE BOX BEAMS DEFORMATION EXPERIMENTS THEORY TESTS LOADS CONCENTRIC ECCENTRIC WEBS THICKNESS WALLS...

... column side length effective depth of tension reinforcement eccentricity of the column load initial stress at the centroidal axis due to prestress characteristic cube compressive strength effective prestress in tendon tensile stress in tendon at slab failure characteristic strength of prestressing...

...SK NIYOGI; AP CHAWLA; SRI RAVINDRARAJAH © Thomas Telford and ICE 1982 SINGAPORE NATIONAL UNIVERSITY FIBRES REINFORCED CONCRETE COLUMNS LOADS SHORT UNIAXIAL ECCENTRIC BEHAVIOUR BENDING STRENGTH TENSION TENSILE COMPRESSION STRESS DISTRIBUTION STEEL REINFORCEMENT...

...SK NIYOGI; AP CHAWLA Proc. Instn Ciu. Engrs, Part 2,1982, 73,Mar.,199-206 TN318 Fibrereinforcedconcrete short columns under uniaxially eccentric loads S. K. NIYOGI, BE, PhD, MIE* A. P. CHAWLA, M Tacht Fibre addition offersa simple yet satisfactory means of reinforcing brittle materials...

... BOUNDARIES STRAIN POTENTIAL PROCEDURE ECCENTRIC PLASTIC RINGS COMPRESSION SHELLS TESTS STIFFENERS PATTERNS ANALYSIS LOADS FINITE ELEMENTS EFFECT PARAMETERS BEHAVIOUR FORMATION ENERGY PERFECT EXPERIMENTS COLLAPSE STIFFENED STEEL OFFSHORE FAILURES ENDS AXISYMMETRIC IMPERFECTIONS...

... SM. l E R E t B. R. ELLIS, BSc? A new system of four synchronized eccentric mass vibrators has beenusedinforced vibration tests on damCso. rresponding calculations have been made using two-dimensional and three-dimensional finite elements, and for the gravity dam a proposed'l empirical formula...