... EQUILIBRIUM SERVICEABILITY LINEAR REDISTRIBUTION CODES FORMULAE STANDARDS CRACKS WIDTH SERVICE STRESS CALCULATIONS MAXIMUM EFFECTIVE CONTROL Proc. Instn Civ.Engrs, Part 2,1991,91, June2,15-235 BSUOTIARLRDUADICN9N6TDG1U0PRAAPLERB Deflexion controlin the non-linear design of continuous concrete...

... , begins to diverge from the still water value at y/l, X 0.1, and thereafter increases much more rapidly to greater than 0.3 for y/lb E 1.0. This increase in dilution is related to the increase in jet width (see next section) and the length of jet trajectory in a current. The present results can...

...KHM ALI; MM MENDIS © Thomas Telford and ICE 1989 LIVERPOOL UNIVERSITY EFFECT BENDS BEDS SUPERELEVATION FLOW RIGID OPEN CHANNELS RESEARCH HIGH RADIUS WIDTH RATIOS WATER DEPTH EFFLUENT TREATMENT WORKS PERIPHERAL VELOCITY DISTRIBUTION CONFIGURATION UNEVEN METHODS...

... HYDRAULICS FLOW CHAMBERS GEOMETRY MODELS MATHEMATICS EQUATIONS PARAMETERS RATIOS THROTTLE INFLOW HEIGHT WEIRS CREST LINEAR TAPERS BEDS SLOPES ROUGHNESS COEFFICIENTS WIDTH Proc. Instn Civ.Engrs, Part 2,1989,87, June, 175-193 PAPER 9376 WATERGERNOGUINP EERING Charts for the hydraulic...

...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...

..., Toronto Since the publication of a much earlier paper by the first Author,* I have followed his recommendations when it has been imperative to control crack widths in concrete members. At that time, the Author postulated that unless the tensile yield capacity of the reinforcement was at least equal...

...P GUTHRIE; JM MORRIS; DM BICKERS; F GROVER © Thomas Telford and ICE 1987 ROADS DEVELOPMENT AGRICULTURE DESIGN CONSTRUCTION MAINTENANCE VALUE RURAL TRAFFIC DENSITY ACCESS STANDARDS ECONOMICS FINANCE LABOUR COSTS SOILS EARTH CARRIAGEWAYS WIDTH PROJECTS VEHICLES...

...BS PANI; RN DASH Proc. Instn Cio. Engrs, Part 2, 1986,81, Mar.,43-53 PAPER 8947 WATER ENGINEERING GROUP Diffusion of a three-dimensional waljlet in a conveyance channeolf limited width B. S. PANI, PhD* R.N. DASH, PhDt The flow field of a three-dimensional wall jet emanating from a deeply submerged...

... CONNECTIONS SEMI RIGID LOADS CHORDS ELASTIC DESIGN STIFFNESS ROTATION METHODS WIDTH ENDS THEORY EXPERIMENTAL UNREINFORCED MEMBERS SPANS VERTICAL FLANGES PLATES FAILURES YIELD LINE MODELS ONE SIDED RIGID WEBS MANUFACTURING BRITTLE BEHAVIOUR Proc. Instn Ciu. Engrs, Part 2,1985,79...

...JB BURLAND; MC BURBIDGE; EJ WILSON; TERZAGHI © Thomas Telford and ICE 1985 IMPERIAL COLLEGE SETTLEMENT FOUNDATIONS SAND GRAVEL ANALYSIS SHAPE RECORDS TANKS EMBANKMENTS BEARING PRESSURE LOADS DEPTH WIDTH STANDARD PENETRATION TESTS CONES RESISTANCE FACTORS WATER...

...A COULL; YC WONG © Thomas Telford and ICE 1984 GLASGOW UNIVERSITY MAJU RUNDING MALAYSIA EFFECT LOCAL ELASTIC WALLS DEFORMATION FLOORS INTERACTION SLABS SHEAR FINITE ELEMENTS LOADS WIDTH STRUCTURES CROSSWALLS STIFFNESS COUPLING DESIGN BENDING MOMENTS CURVES STRESS...

... ROADBASE MAINTENANCE REPAIRS ECONOMICS RESEARCH ROADS AIRFIELDS ANALYSIS REINFORCEMENT LONGITUDINAL WIDTH SLABS THICKNESS MOVEMENT TERMINAL SUBBASE PLACEMENT LAPS JOINTS BELGIUM USA UK EUROPE © Thomas Telford and ICE 1984 Proc. Instn Ciu. Engrs, Part 1, 1984,16, May...

...O VILNAY © Thomas Telford and ICE 1984 UNIVERSITY COLLEGE CARDIFF BUCKLING MASONRY ARCHES VOUSSOIRS WEDGE SHAPED LOADS BLOCKS ENERGY METHODS CONDITIONS RIGID INFINITE PARAMETERS RATIOS GEOMETRY ASPECT WIDTH SPANS STABILITY UNSTABLE PARABOLIC UNIFORM DISTRIBUTION...

...JX JIANG; RA FALCONER © Thomas Telford and ICE 1983 TONGJI UNIVERSITY SHANGHAI BIRMINGHAM UNIVERSITY TIDAL EXCHANGE CHARACTERISTICS MODELS RECTANGULAR HARBOURS LABORATORIES STUDIES PLAN FORM GEOMETRY QUALITY WATER ENTRANCES WIDTH RANGE ASYMMETRIC CONFIGURATION FLOW...

...V KRISTEK; J STUDNICKA; DS PRAKASH RAO ANALYSIS COMPOSITE GIRDERS CONNECTORS STRESS DEFORMATION STUDS SHEAR FLEXIBLE BEHAVIOUR BEAMS ACTION CONCRETE DECKS WIDTH LOADS © Thomas Telford and ICE 1983 Proc. Instn Ciu.Engrs, Part 2,1983,75, June, 359-360 DISCUSSION O N...

... widths of flat plate floors subject to lateral loading. Simple formulae sufficiently accurate for design use are presented for the effective widths of interior and edge (side)equivalent frames. When the formulae were tested on a model concrete building subjected to lateral loads the measured...

...RNP SINGH; AB JOSHI; SN SINHA © Thomas Telford and ICE 1982 CENTRAL SOIL AND MATERIALS RESEARCH STAT -ION NEW DELHI INDIAN INSTITUTE OF TECHNOLOGY OPTIMISATION TROUGHS SHAPE FOLDED STRUCTURES METHODS SEQUENTIAL LINEAR PROGRAMMING WEIGHT WIDTH INCLINATION THICKNESS...

...AB GEORGE; CR NEIL; RB BULMAN; KT BASS © Thomas Telford and ICE 1982 NORTHWEST HYDRAULIC EDMONTON CANADA ROFE KENNARD & LAPWORTH FLOODS WATERWAYS BRIDGES FREQUENCY STANDARDS DISCHARGES CHANNELS PROBABILITY EQUATIONS DESIGN CATCHMENTS FLOODING AREAS WIDTH MASONRY...

... in the oceans programme is the influenceof crack width on the amount of corrosion of steel reinforcement in concrete exposed to sea water. No evidence has so far been found that crack widths that would normally occur in good concrete (i.e., widths resulting from good design practice)haveany significant...

... FLAT SIMPLE UNLOADED COMPRESSION ELASTOPLASTIC ANALYSIS COMPRESSIVE WIDTH PROCEDURE EXPERIMENTS FORMULAE PATTERNS RESIDUAL CURVES ELASTIC IMPERFECT SUPPORTS PLASTIC Proc. Instn Cio. Engrs, Part 2, 1981, 71, Mar.,165-183 8424 On the approximate prediction of elasto-plastic plate...