...S ALI; AW PAGE; J SPRINGFIELD CONCENTRATED LOADS SOLID MASONRY WALLS PARAMETRIC STUDIES DESIGN RECOMMENDATIONS LOCAL BEARING STRESS PLATES CONFINED MODES FAILURES BRITTLE MATERIALS METHODS LENGTH ENHANCEMENT MECHANISMS ECCENTRIC © Thomas Telford and ICE 1989...

...TJT WHITTAKER; PRS WHITE; ACJ BAKER © Thomas Telford and ICE 1988 WAVES ENERGY DEVICES PROTOTYPES COSTS TAPERS POWER CONCENTRATED CONCENTRATION TURBINES WIND OSCILLATING ELECTRICITY GOVERNMENT TAPCHAN DESIGN STORAGE MEASUREMENT TIDAL RANGE ISLE OF ISLAY...

...S ALI; AW PAGE MASONRY NON LINEAR FINITE ELEMENTS ANALYSIS BEHAVIOUR CONCENTRATED METHODS MODELLING JOINTS BRICKS DEFORMATION MATERIALS MORTAR FAILURES TENSILE STRENGTH CRACKING PARTIAL LOADS NEWCASTLE UNIVERSITY NEW SOUTH WALES © Thomas Telford and ICE 1987 Proc...

...CT MORLEY; RE MELCHERS; RH WOOD; CR GURLEY © Thomas Telford and ICE 1987 EQUILIBRIUM DESIGN TORSIONLESS LOADS GRILLAGES HILLERBORG SLABS CONCENTRATED COLUMNS MECHANISMS PAVEMENTS Proc.Instn Ciu. Engrs, Part 2, 1987,83, Sept., 669-682 DISCUSSION...

...CT MORLEY © Thomas Telford and ICE 1986 CAMBRIDGE UNIVERSITY EQUILIBRIUM DESIGN SOLUTIONS LOADS TORSIONLESS GRILLAGES HILLERBORG SLABS CONCENTRATED ULTIMATE BEAMS ORTHOGONAL STRIP METHODS EDGES REINFORCED CONCRETE MOMENTS FIELD TRANSFER LINES POINTS FINITE...

... TRANSVERSE FAILURES CRACKING STRAIN DEFLECTION ROTATION DESIGN EQUATIONS BEHAVIOUR CONCENTRATED Proc. Instn Cio. Enyrs, Part 2, 1985,79,Dec., 657-680 PAPER 8930 SETNRUGCINTEUERRAINL G GROUP The puxhing resistance of prestressed concrete slabs P. E. REGAN, BSc, DIC, PhD* The Paper reports fifteen...

...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...

...K SIVALOGANATHAN; ST VENANT LANCASTER POLYTECHNIC COVENTRY POLYTECHNIC STORMS CONCENTRATED JUNCTIONS FORMULAE TECHNIQUES VALUE DESIGN SOLUTIONS METHODS SEWERS LATERAL PROBLEMS BOX EXPERIMENTS VARIABLES EQUATIONS FLOW INFLOW EMPIRICAL ST VENANT PREDICTION HYDROGRAPHS...

... by a central concentrated load, the bending moment.in beam 3 will be the maximum moment and will keep increasing with the load elastically up to a point A (Fig. l(b At that point beam 3 will reach its moment capacity and any more load willbe gradually redistributed to the other four beams. The load-deflexion...

... CONCENTRATED ELASTICITY CONDITIONS SEMI INFINITE PIPES ANALYSIS ELEMENTS VERIFICATION EFFECT FOUNDATIONS PROBLEMS Proc. Instn Cio. Engrs, Part 2, 1978,65, Sept., 675-684 TN 195 Elastic boundary conditions for finite elements of infiniteand semi-infinite media A simple idealization of a long...

...HM HAYDL; SP YIP HATCH ASSOCIATES TORONTO INFLUENCE CONCENTRATED CIRCULAR GRAPHS REDUCTION REACTIONS DISTRIBUTION SPREADING STRESS RINGS DESIGN APPLIED FINITE DIAMETER LOADS RESULTANTS EFFECT ANALYSIS SUPPORTS AREAS DUCTS © Thomas Telford and ICE 1976 Proc...

...DR PLUM; MR HORNE ANALYSIS BEAMS SPANS PRISMATIC COMPOSITION CHARACTERISTICS METHODS HINGES DEFLECTION CONTINUOUS PARTIAL LOADS ELASTIC LINEAR CONNECTIONS SOLUTIONS TESTS ESTIMATING COMPOSITE INTERACTION CONCENTRATED MATERIALS SLIP APPROXIMATE ROTATION FORCES ACCURACY...

... and external slab edges mean radius nala deflexion of middle surface bending and twisting moments per unit length shear forces per unit length applied load intensity concentrated load flexural rigidity of slab Poisson's ratio deflexion function Laplacian operator in polar co-ordinate system INTRODUCTION...

...N J TALEB; BERNOULLI DAR AL HANDASAH STUDIES DESIGN BIAXIAL LOADS RECTANGULAR CONCRETE COLUMNS STRESS REINFORCED SECTIONS FORCES CONCENTRATED NUMERICAL PROCEDURE FORMULAE Paper No. 6570 AGENERALSTUDY AND DESIGN OFBJAXIALLYLOADEDRECTANGULARCONCRETECOLUMNS by Nazih Jamil...

...T J POSKITT; R K LIVESLEY CAMBRIDGE UNIVERSITY © Thomas Telford and ICE 1963 STRUCTURAL ANALYSIS MASTS GUYED ITERATION PROCEDURE LOADING CONDITIONS WIND PRESSURE GUYS LOADS CONCENTRATED WIRE PARABOLIC APPROXIMATION EFFECT AXIAL MOVEMENT CATENARIES BUCKLING...

... the form of correction factors for the conversion of the non-uniform loads to equivalent uniformly distributed loads. Their use enables the same bedding factor as that adopted for the fill load to be used for concentrated surcharge loads. Graphs of these values for the usual classes of bedding are given...

...N S BOULTON; B BOONSUKHA; M R HORNE; E H BROWN; A GENT © Thomas Telford and ICE 1960 CAMBRIDGE UNIVERSITY IMPERIAL COLLEGE PLASTIC COLLAPSE LOADS CIRCULAR ARC BOWS GIRDERS ELLIPSES GRAPHICAL METHODS MECHANISMS CONCENTRATED 282 DISCUSSION ON PLASTIC COLLAPSE LOADS...

... onthat point. 121. The Author had commendably introduced the crack line theory for determining the ultimate strength of bridge decks under concentrated load. Professor Baker hoped that further workwouldbedoneon that theory to establish strain compatibilityfor common cases. The crack lines were really...