... ROCKMILLS PILES GROUTED CAST IN STEEL STANCHIONS LOADS TOP DOWN METHODS SITE INVESTIGATION FOUNDATIONS PERIMETER REMOVAL SLABS EXCAVATIONS BRISTOL THE GALLERIES RIVER FROME BROADMEAD UK Proc. lnstn Ciu. Engrs, Part 1,1991, 90, Dec., 1225-1253 PAPER 9113 GROUND BOARD Design...

... shear connector E longitudinal strain ulti- Written discussion closes18 February 1992; for further detasielse p. ii. * Professor of Civil Engineering, University of Warwick. t Bylander Meinhardt Partnership, Singapore. 679 JOHNSON AND MOLENSTRA cp curvature Subscripts d structural steel C compression...

...,C . Q. Lo and T. C . Liauw Dr P.C . Pandey, Indian Institute of Science, Bangalore The experimental investigation presented in the Paper is limited to single-bay two-storey to two-bay two-storey infilled frame models with steel frames and concrete infills. In some of the models, theAuthors have also...

...D WAITE; N MURE CORROSION DURABILITY CONCRETE STEEL PILES PILING INSPECTION PROTECTIVE MEASURES TESTS PROTECTION REINFORCEMENT STRENGTH © Thomas Telford and ICE 1991 Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Oct., 1147-1151 DIINSFCOURSMSIAOLN WORPKILININGG PARTY Corrosion...

... PREDICTION CONDITIONS STEEL SHELLS Proc. lnstn Ciu. Engrs, Part 1,1991, 90, Oct., 1077-1088 9593 DISCUSSION STRUENCGTUINREAELRING Defects in accepted methods of estimating design loading forsilos GROUP G. E. Blight ProfessorJ. M. Rotter and Dr J. Y. Ooi, Uniuersity of Edinburgh TheAuthorargues...

...A R BURDEN © Thomas Telford and ICE 1991 TOKYO UNIVERSITY CABLE STAYED BRIDGES DESIGN CABLES STAYS LAYOUT GIRDERS TOWERS PYLONS PIERS WINGS ENGINEERING ASEISMIC ROADS RAILWAYS SUPERSTRUCTURES SPANS STEEL SUSPENSION LOADING LOADS CONSTRUCTION AESTHETICS FANS...

... 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...

...A S ELNASHAI; P J DOWLING © Thomas Telford and ICE 1991 IMPERIAL COLLEGE STRENGTH COMPOSITE TUBULAR CONNECTIONS PROBLEMS ANALYTICAL MODELLING CONNECTIONS PILES SLEEVES ASSEMBLY STEEL JACKETS OFFSHORE PLATFORMS NON LINEAR CONSTITUTIVE MODELS GROUTS BEARING...

... SEGMENTS BRIDGES ROADS CARRIAGEWAYS HIGH STRENGTH STEEL CORBELS GEOMETRY EXPANSION JOINTS ELASTOMERS BEARINGS PRECASTING CONCRETE BOX GIRDERS PROTOTYPES PRESTRESSING STEAM CURING QUALITY CONTROL CASTING ERECTION EPOXY JOINTING LAUNCHING EQUIPMENT ASSURANCE CITIES JOINT...

... of the El Centrorecord,usinganadvancedcomputerprogram,ADAPTIC,16 which includes cyclic constitutive models for steel and concrete. To demonstrate the improved behaviourof the modified models, and based on the cyclic test results, a response displacementof about 60 mm in the early peawkas sought. Consequent...

...D S PRAKASH RAO; D S P RAO; S P SHARMA; G C MAYS; A E VARDY; D S P RAO © Thomas Telford and ICE 1991 STEEL CONCRETE COMPOSITE GIRDERS EPOXY BONDING ADHESIVES SELECTION SURFACES PREPARATION STRESS DISTRIBUTION ANCHORAGES NON DESTRUCTIVE TESTING DURABILITY BRIDGES Proc...

...P R KNOWLES; BS 5950 © Thomas Telford and ICE 1991 PETER KNOWLES CASTELLATED BEAMS HISTORY METHODS STEEL CONSTRUCTION CALCULATIONS LOADS CARRYING CAPACITY DEFLECTION CASTELLATION INVENTIONS ELASTIC PLASTIC INTERACTIVE DESIGN CHARTS STANDARDS STRESS DISTRIBUTION...

... reasoning is describedwithrespecttostructuralengineeringdesign.Techniquesfortheautomated control of previously made design inferences, after a non-monotonic design state has been encountered, are described with respect to a prototype knowledge-based design system for industrial steel buildings. Introduction...

...D HALDEN; BS 4360 Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Apr., 441462 PAPER 9689 STRUCTUBRUAILLDAINNDG Design and performanceof weathering steel bridges on Scottishtrunk roads BOARD D. HALDEN, BSc, MEng, MICE* Weathering steel bridges have now been in use in Scotland for over 20 years...

... GEOMETRY SURFACE LAYERS REINFORCING BARS STEEL REINFORCEMENT EFFECT SAMPLING POTENTIAL PROBLEMS LOCATION Proc. fnstn Ciu. Engrs, Part 2, 1991, 91, Mar., 71-88 PAPER 9614 STRUCTURBAULILDAINNDG BOARD Reinforced concrete resistivity measurement techniques S . G. MILLARD, BSc, PhD, MICE* Half...

...R P JOHNSON; C K R FAN; EUROCODE 4 © Thomas Telford and ICE 1991 WARWICK UNIVERSITY PETER BRETT ASSOCIATES DISTORTIONAL LATERAL BUCKLING CONTINUOUS COMPOSITE BEAMS METHODS RESISTANCE THEORY TESTS T BEAMS U FRAMES FRAMES EUROCODES ROTATION CAPACITY SPECIMENS STEEL...

... CONCRETE FABRICATION ERECTION STRUCTURAL STEELWORK SITES ORGANISATION STEEL REINFORCEMENT KEW LONDON UK Proc. Instn Cic. Enyrs, Part 1, 1991, 90, Feb., 67-89 PAPER 9526 STRUCTURAL ENGGRINOEUEPRING The Princessof Wales Conservatory at the Royal Botanic Gardens, Kew:construction D...

... detail proposed enabled it to be held securely on both long edges. In the event, no damage was occasioned to the structure or glazing in the winds of 15-16 October 1987and 25 January 1990. 11. For the sloping planes, 6mm thick roughcast patent glazing waschosen to obscure the viewof steel superstructure...

...A R BURDEN © Thomas Telford and ICE 1991 TOKYO UNIVERSITY MODERN SUSPENSION BRIDGES DESIGN LONG SPAN SUPERSTRUCTURES SPANS TREATMENT VISUAL AESTHETICS HUMANISTIC STRUCTURES MATERIALS EARTHQUAKES LOADING INFLUENCE STEEL CABLES WIND ARTICULATION FORMS JAPAN...

...M RAOOF SIMPLE FORMULAE SPIRAL STRANDS MULTI STRAND ROPES STEEL CABLES MODELS PARAMETRIC STUDIES DESIGN OFFICE APPLICATIONS FORMULATION AXIAL STIFFNESS ESTIMATES LOADS PERTURBATION MEAN RATIOS HYSTERESIS LATERAL CONTRACTION MULTILAYER CALCULATIONS ORTHOTROPIC THEORY...