... the approach used by the Authors that idealistic assumptions willbe made. The solution they propose is limited by considering only bending action and by idealizing the columns as point supports. Neither of these conditions are met in practice. It would be of interest to know how the optimal solution changes...

... subject to systems of combined loading is considered. These comprise two common forms of gravity loading, namely a central point load and a uniformly distributed load, actingin conjunction with applied end moments. The buckling analyses are carried out using an adaptation of the method proposed by Newmark...

...M Z AHMAD; T K DATTA © Thomas Telford and ICE 1989 MINIMUM FLAT POINTS DESIGN TRANSFER PROBLEMS CAPACITY STATIC COEFFICIENTS PANELS TRANSMISSION REINFORCEMENT SLABS SUPPORTS CONSTANT TWISTLESS MOMENTS STRIP KINEMATICS ULTIMATE DISPLACEMENT VOLUME SOLUTIONS PLASTIC...

... ENDS STIFFNESS CONNECTIONS POINTS TERMINATION STRENGTHENING BONDING MODELS TWO STAGE ANALYSIS COMPOSITE BEHAVIOUR PARTIALLY PREDICTION DISTRIBUTION INTERFACE MODES FAILURES PARAMETERS EQUILIBRIUM COMPATIBILITY EQUATIONS ANALYTICAL MATERIALS PROPERTIES ANCHORING BONDS AXIAL...

...CT MORLEY 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 COLUMNS PATTERNS REACTIONS OPTIMUM...

... MEDIUM MOMENTS ULTIMATE VALUE TECHNIQUES LIMITS ZONES DISTRIBUTION LAMINAR ELASTIC REGIONS SOLUTIONS CASES UNIFORM TRIANGULAR POINTS TOP ACCURACY STRUCTURES CONNECTING THREE ZONE UPPER LOWER CENTRAL TWO ZONE DUCTILITY YIELDING COMBINATIONS NUMERICAL INVESTIGATIONS...

... near the bed shedding discrete inviscid vortices. Alternatives with respect to the angular position of the separation point have been adopted in the numerical scheme. Forces induced by steady currents have been determined for the cylinders at various distances of separation from the plane boundary.The...

...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...

... CONSTRUCTION BRIDGES GOVERNMENT COOPERATION DEVELOPING ERECTION FINANCE POINTS BEARINGS RESIDUAL STABILITY FABRICATION MEASURES SPANS CONCRETE CONTRACTS JOINT VENTURES BOX STEEL MERRISON CONTRAFLEXURE WELDING AERODYNAMICS ACCURACY PIERS STEELWORK NAVIGATION OVERSEAS INDUSTRIES...

... information for the design of any line. 3. In the symmetrical situation shownin Fig. 1 the pipe is raised by two equal forces R (provided by pipe handling framesor by surface craft)so that a specified height 6 is achieved midway between the slings. The locations of the points at which...

...T HARRISON; RITZ; RE YEADON; RAYLEIGH RITZ; JM SIDDAL © Thomas Telford and ICE 1976 BRADFORD UNIVERSITY BRADSHAW BUCKTON AND TONGUE POSFORD PAVRY AND PARTNERS ANALYSIS PLANE POLYNOMIAL PROPERTIES POINTS STATIC THEORY DESIGN SHEAR METHODS INTER CONNECTED MATHEMATICS...

...P WAN; VR BAGHIRATHAN; MJ HALL © Thomas Telford and ICE 1976 SIR WILLIAM HALCROW IMPERIAL COLLEGE POINTS DEPTH RELATIONS STATIONS RAINFALL DURATION RAIN RATIOS CHARACTERISTICS FREQUENCY GAUGES STORMS SAUDI ARABIA MIDDLE EAST Proc. Instn Ciu. Engrs, Part 2...

... COMPRESSION CIRCULAR FLAT NON LINEAR STRUCTURES TENSILE COMPRESSIVE STEEL MODELS EXPERIMENTAL CONDITIONS PRESTRESSING INCREMENTAL CONSTANT SOLUTIONS DISPLACEMENT POINTS TENSION BEAMS SLABS COLUMNS ANALYSIS REINFORCED CRACKING RESPONSES REINFORCEMENT MATERIALS MATERIALS DATA PLANE...

...P WAN © Thomas Telford and ICE 1976 MANDER RAIKES AND MARSHALL POINTS DEPTH RELATIONS ANNUAL METHODS STORMS HYDROLOGY RAINFALL DURATION RATIOS MAXIMA YEARS CLIMATE RECORDS CHARACTERISTICS FREQUENCY SIMPLE STATIONS SHORT DATA SAUDI ARABIA MIDDLE EAST Proc...

... ISOTROPY CONNECTIONS SLIP STEEL STRESS ORTHOTROPIC SUPPORTS EFFECTIVE BEAMS INTERACTION CONTINUOUS REPRESENTATION EXPONENTIAL APPLIED ASYMMETRIC POINTS EXPLICIT MODULUS ELASTIC CONNECTORS FLANGES TWO SPAN POINTS On the influence curves for effective widths in non-prismatic...

...R F RISH; FOURIER © Thomas Telford and ICE 1967 TASMANIA UNIVERSITY FORCES CYLINDRICAL CHIMNEYS WIND PRESSURE SERIES BENDING MOMENTS MEMBRANES INEXTENSIONAL STRAIN ENERGY POINTS LOADS EDGES BASES BOUNDARIES CONDITIONS STRESS SHEAR For written discussion Paper...