... CONSTRUCTION BRIDGES VIADUCTS LIGHT RAIL UPGRADING URBAN PASSENGERS TURNKEY CONTRACTORS CONSULTANTS TENDERING PILING PROJECTS ORGANISATION JOINT VENTURES MANAGEMENT CONDITIONS REDEVELOPMENT INFRASTRUCTURE STEEL STRENGTHENING DESIGN AND BUILD INSPECTION SAFETY MAINTENANCE COLUMNS...

... 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...

...A ZINGONI; M N PAVLOVIC EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS INCLINED SUPPORTS KINEMATICS CONSTRAINTS SHELLS STRESS INCLINED COLUMNS TANGENTIAL METHODS FLEXIBLE RINGS BEAMS MEMBRANES DISPLACEMENT DEFORMATION EDGES CORRECTIONS VARIATIONS BENDING...

...A K H KWAN © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY ANALYSIS COUPLED WALLS FRAMES STRUCTURES METHODS SHEAR DEFORMATION CORES TORSION LOADS SOLID ELEMENTS RIGID ARMS WIDE COLUMNS STIFFNESS MATRIX BEAMS MATRICES ROTATIONAL DEGREES FREEDOM Proc. Instn...

...A S ELNASHAI; K TAKANASHI; A Y ELGHAZOULI; P J DOWLING Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 259-272 BBSUOTIARLUDRADCI9NN7TDG1U4PRAAPLER Experimental behaviourof partially encased compositebeam-columns under cyclic and dynamic loads A. S . ELNASHAI, p m , DE* K. TAKANASHI, PhD? A. Y...

...U A GIRHAMMAR; V K A GOPU SWEDEN ROYAL INSTITUTE OF TECHNOLOGY STOCKHOLM ROYAL INSTITUTE OF TECHNOLOGY LOUISIANA STATE UNIVERS ANALYSIS EFFECT COMPOSITE CONCRETE TIMBER BEAMS COLUMNS METHODS INTERLAYER SLIP INFLUENCE CLOSED FORMS INTERNAL AXIAL FORCES MOMENTS...

...H AHMADI; S GILBERT Proc. Instn Ciu. Engrs, Part 2, 1990, 8 9 , Dec., 543-563 PAPER 9611 STRUCTURAL ENGGRIONUEPERING Behaviour of reinforced concrete slab-column models subject to cyclic lateral loading H. AHMADI, BSc(Eng), PhD* S . GILBERT, BSc(Eng), PhD, MICE* An investigation into the behaviour...

...AGL BORTHWICK; DM HERBERT; KEULEGAN; CARPENTER © Thomas Telford and ICE 1990 SALFORD UNIVERSITY HYDRAULICS RESEARCH LTD CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES INDUCED PROFILES BUCKLING ANALYSIS WEIGHT OPTIMISED COLUMNS MEASUREMENT EXPERIMENTS...

...CH POTHECARY; TJC CHRISTIE © Thomas Telford and ICE 1990 MRM BARNSTAPLE BRIDGES CONTINUOUS SEGMENTAL METHODS PILES DECKS COLUMNS ABUTMENTS FINISHES DESIGN PRESTRESSED GLUED FOUNDATIONS FOOTINGS BEARINGS EXPANSION LIGHTING A39 CONCRETE CANTILEVER CAISSONS SPANS...

...CH POTHECARY; L BRINDLE © Thomas Telford and ICE 1990 MRM BARNSTAPLE BRIDGES SUBSTRUCTURES WORK PRECAST FOUNDATIONS RIVERS TEMPORARY CAISSONS STRENGTH SHORT BED SPECIFICATIONS CONSTRUCTION DECKS SEGMENTS TECHNIQUES COLUMNS TIDAL REINFORCED PIERS ALIGNMENT COUNTER...

... PLATING LONGITUDINAL STIFFENED ELASTIC FAILURES RESTRAINT ESTIMATING COLUMNS INITIAL COMPRESSIVE IMPERIAL COLLEGE HARDCASTLE AND RICHARDS Proc. Instn Cio.Engrs, Part 2,1989,87, Dec., 583404 PAPER 9480 STRUCTURAL ENGGRINOEUEPRING Torsional buckling and trippingstrength of slender flat...

...YC WANG; DA NETHERCOT Proc.Instn Ciu.Engrs, Part 2,1989,87, Sept., 357-376 PAPER 9437 STRUCTURAL ENGGRIONUEEPRING Bracing effects on 3-dimensional column subassemblages Y. C .WANG, BSc, PhD* D. A. NETHERCOT, BSc, PhD, MIStructE* Analytical results are presented, based on the use of a previously...

...J D O KEEFFE; E J O BRIEN © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE GALWAY DESIGN OPTIMAL MULTIBAY RECTANGULAR FRAMES PLASTIC SINGLE STOREY COLUMNS BASES ENCASTRE METHODS LINEAR ALGEBRAIC PROGRAMMING MINIMUM WEIGHT CHARTS PARAMETERS VALUE LOADS SOLUTIONS...

... that it was not possible to extend testing to include beams and slabs as well as columns and parapetwalls. 64. It is encouraging to note that the overall variability of the in situ concrete was found to agree with generally accepted values for in situ construction, and also that anticipated strength differentials within...

... total wind shear on column column height moment of inertia I/L beam split coefficients(top andbottom beams of cell) joint restraint coefficients(upper and lowerjoints) effective relative stiffnessofcladding = hzS/EK, non-dimensional factors of equation (3) length of a member effective spring stiffness...

... BRIDGES STRUCTURES COMPOSITE COLUMNS BEAMS HORIZONTAL SHEAR TESTS PROFILED SHEET STEEL SAFETY HARMONISATION EUROPE Proc. Instn Civ.Engrs, Part 1,1988,84, Aug., 787-819 SEMINAR Eurocode 4 Introducers T. J. CHATTERJEE P. BARTLEt R. P. JOHNSON, MA, FEng, FICE$ K. P. OSBORNE, PhD, MICE$ P...

...SW JONES; PA KIRBY; DA NETHERCOT; J SPRINGFIELD COLUMNS STRENGTH SEMI RIGID ENDS RESTRAINT LOADS LOADING BEAMS STRUCTURES ROTATION FRAMES DESIGN STIFFNESS STABILITY Proc. Instn Ciu. Engrs, Part 2,1988,85,June, 363-367 DISCUSSION ON PAP9E1RS8T2RUCTURAENLGINEERING GROUP...

...GIB RANKIN; AE LONG; WG DUNBAR; RW TURNER; P NORRIS; P STAFFORD; AA ELGABRY; GHALI STRENGTH PUNCHING PREDICTION DESIGN SLABS COLUMNS STRUCTURES SHEAR LOADS RESEARCH PREDICTION METHODS CONCRETE BEHAVIOUR FAILURES TESTS CONSTRUCTION REINFORCEMENT LAYERS BRITTLE FLAT PLATES...

...BF RONALDS; PJ DOWLING © Thomas Telford and ICE 1987 IMPERIAL COLLEGE LONDON STEEL CYLINDRICAL SHELLS STIFFENED IMPACT LATERAL DENTING TENSION LEG OFFSHORE RIGS OIL CYLINDERS PLATFORMS DAMAGE COLUMNS ACCIDENTS LOADS TESTS CIRCULAR RESISTANCE ENERGY ABSORPTION...

...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...