... CONSTRUCTION HIGHWAYS CLIMATE METHODS STATISTICS ANALYSIS FIELD MEASUREMENT DATA VARIATIONS CORRELATION COEFFICIENTS TWO DIMENSIONAL EFFECT MOVEMENT MAXIMUM EFFECTIVE CODES PRACTICE STANDARDS LONGITUDINAL Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Sept., 4 5 1 4 7 6 PAPER 9715...

.... The model type was that of a slab panel comprising two edge columns with a rotational restraint system applied to the longitudinal slab edges. This degree of control on the boundary conditions ensured accurate simulation of the prototype structure. The test programme studied the influence of lateral cyclic...

...RH SCOTT; PAT GILL © Thomas Telford and ICE 1990 DURHAM UNIVERSITY TIME DEPENDENT DISTRIBUTION STRAIN BONDS STRESS TENSION REINFORCEMENT SPECIMENS TESTS CONCRETE RODS PRISMS SUSTAINED LOADS CYCLIC ELECTRIC RESISTANCE GAUGES MEASUREMENT LONGITUDINAL BEHAVIOUR...

...H SUCUOGLU; JV BARTLETT © Thomas Telford and ICE 1990 MOTT MACDONALD NON LINEAR ANALYSIS TUNNELS LININGS LONGITUDINAL BENDING TUNNELLING Proc. Instn Civ.Engrs, Part 2,1990,89, June, 313-314 DISCUSSION ON PAPEPR93S3T7RUCTURAELNGINEERINGGROUP Non-linear analysis of tunnel...

... LONGITUDINAL BEDS INTERNAL RECTANGULAR STRATIFIED DENSIMETRIC FROUDE NUMBERS Proc. Instn Ciu. Engrs, Part 2,1990,89, June,127-142 9471 PAPER ENGINEERING GROUP Hydraulic jumpsin two-layer flows N. RAJARATNAM, BE (Hons), MSc,PhD* This Paper describes laboratory experiments on hydraulic jumps, produced...

... 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...

...JP COPSEY; TW HULME; B KRAFT; P SRIPATHY © Thomas Telford and ICE 1989 MASS RAPID TRANSIT CORP ELECTROWATT ENGINEERING MASS TRANSIT RAPID TRANSIT SYSTEMS DESIGN RAILWAYS COUNTRIES DEVELOPING STATIONS LAYOUT FIRES EMERGENCIES LONGITUDINAL PROFILES TUNNELS ENERGY...

...H SUCUOGLU © Thomas Telford and ICE 1989 MIDDLE EAST TECHNICAL UNIVERSITY ANKARA NON LINEAR ANALYSIS TUNNELS LININGS LONGITUDINAL BENDING FLEXURE INDUCED DEFORMATION STRESS SETTLEMENT SURVEYS RECORDS CAPACITY JOINTS SEPARATION REGIONS HIGH BOLTS PRETENSIONED LOCAL...

...SG WALLIS; PC YOUNG; KJ BEVEN © Thomas Telford and ICE 1989 HERIOT WATT UNIVERSITY LANCASTER UNIVERSITY Proc. Instn Ciu.Engrs, Part 2,1989,87, Mar., 1-22 PAPER 9335 WATERGERNOGUIPNEERING Experimental investigationof the aggregated dead zone modelfor longitudinal solute transport...

...TOS ODUYEMI; LA CLARK; J SPRINGFIELD Proc. lnstn Ciu. Engrs, Part 2, 1989,87, Mar., 143-146 DISCUSSIONON PAPER 9303 STRUCTURAELNGINEERINGGROUP Prediction of crack widths in circular voided concrete slabs subjected to longitudinal bending T. 0.S. Oduyemi and L. A. Clark Mr J. Springiield...

...AA DUMANOGLU; RT SEVERN SEISMIC RESPONSES SUSPENSION BRIDGES ASYNCHRONOUS LONGITUDINAL LATERAL GROUND MOTION FINITE SPEED TRAVEL EARTHQUAKES EFFECT LONG SPAN FLEXIBLE TOWERS INCLINED HANGERS BOX DECKS INPUT CALCULATIONS PLANAR FINITE ELEMENTS MODELS NODAL DEGREES...

... longitudinally and transversely.The stressing tendons comprised twelve 0.2 in (5 mm) dia. wires. The beams were 3 ft (0.91 m) deep and 2 ft (0.61 m) wide. The box section edge beamswere of similar segmental construction and carriedblockworkparapetsP. recasrteinforcedconcreteslabs panned between the internal...

...TOS ODUYEMI; LA CLARK © Thomas Telford and ICE 1988 BIRMINGHAM UNIVERSITY. CONCRETE SLABS CRACKS BENDING METHODS LONGITUDINAL VOIDS SOLIDS TENSION THEORY PREDICTION EXPERIMENTS BARS STEEL Proc. InstnCiu. Engrs, Part 2,1988,85, June, 259-270 PAPER 9303 STRUCTURAL...

...HR EVANS; S MOUSSEF © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE CARDIFF. DESIGN AIDS PLATES GIRDERS TESTS STRENGTH TRANSVERSE LONGITUDINAL STIFFENED SHEAR LOADS BENDING TENSION CAPACITY DATABASES PREDICTION CODES PRACTICE Proc. Instn Ciu. Engrs, Part 2...

...TOS ODUYEMI; LA CLARK TENSION STIFFENED SLABS CONCRETE STIFFNESS LONGITUDINAL SECTIONS VOIDS LOADS ANALYSIS CRACKS DESIGN STRAIN SOLIDS STRIP STEEL EXPERIMENTS MATERIALS BIRMINGHAM UNIVERSITY © Thomas Telford and ICE 1987 Proc. lnstn Cio.Engrs, Part 2,1987,83, Dec...

... FACTORS LOCAL STRENGTH STRESS FAILURES DEFORMATION CAPACITY ENERGY ABSORPTION BEHAVIOUR SEISMIC REPAIRS STRUCTURES PERMANENT DISSIPATION PRISMS EXPERIMENTS LONGITUDINAL SPECIMENS INSTRUMENTATION PROCEDURE TESTING DUCTS Proc. Instn Cio. Engrs, Part 2, 1987,83, Mar., 24S262 PAPER...

.... C . Banks, G . Maunsell& Partners, London In QQ 44 to 49, the Authors give an interesting description of their grillage computer model. In Q 46, they describe their allocation of flexural stiffness to the longitudinal members representing the webs of the box girders as necessarily arbitrary...

...RA FALCONER; THY TEBBUTT © Thomas Telford and ICE 1986 BIRMINGHAM UNIVERSITY SEVERN TRENT WATER AUTHORITY THEORY HYDRAULIC MODELS STUDIES TANKS CONTACT CHLORINE LABORATORIES FLOW PATTERNS ANALYSIS DISPERSION DIFFUSION LONGITUDINAL TURBULENT NUMERICAL VALUE TIME...

...PE REGAN; CP 110 © Thomas Telford and ICE 1985 CENTRAL LONDON POLYTECHNIC PUNCHING RESISTANCE TESTS PRESTRESSED CONCRETE BRIDGES SLABS POST TENSIONED COLUMNS SUPPORTS PUNCHING INTERMEDIATE CODES PRACTICE LOADS DECOMPRESSION DATA REINFORCEMENT SOLID LONGITUDINAL...

... BITUMEN ROADS MOTORWAYS CRACKS SKEW CRACKING COMPACTION DESIGN LONGITUDINAL Proc. Instn Ciu. Engrs, Part 1, 1985,78, Aug., 1009-1015 8773 DISCUSSION TRANSPORTEANTGIOINNEGEROINUGP Continuously reinforced concrete pavements J. M. Gregory Mr Gregory Further information is now available...