... range; curves are obtained which enable values of L/b and Lh/b2that correspond to the onsetof lateral instabilityto be deduced and compared with the valuesgivenintheexistingcodesofpractice.Threealternativemethodsofdefiningthe moment-arvature/specific twist relationships are used to analyse the beams...

... with these maxima? Paper published: Proc. Instn Ciu.Engrs, Part 2,1988,85, Mar., 121-144. 131 DISCUSSION 60. In his conclusion, the Author recommends the use of the regional curve method. This method may be acceptable in preparing a budget for a number of catchments in the region, but regional curves as described...

...,, values of 2.5, whereas thelaboratory data available to the Authorshad gone up to 2 only. Comparison of the large-scale field data with the laboratory scale information suggests that the curve away from the line F,, = F,, occurs later (higher F Moreover, in the 1986 flood there was no evidence of any...

...RH SWIFT; JC DIXON MANCHESTER UNIVERSITY OPEN UNIVERSITY WAVES SHOALING EXPERIMENTAL DATA PARALLEL CURVES SHALLOW THEORY DESIGN HEIGHT EVALUATION PREDICTION PARAMETERS WATER EQUATIONS STREAMS FUNCTIONS Proc. Instn Cio. Engrs, Part 2,1988,85, June, 391 Corrigendum...

... TEMPORARY SUPPORTS SYSTEMS STRESS DESIGN CURVES PARAMETERS GEOMETRY MATERIALS LOADING LOADS GROUTING PRESSURE TWO DIMENSIONAL MODELS Proc. Instn Ciu. Engrs,Part 2, 1988,85, Mar., 4%65 PAPER 9249 STRUCTURAL ENGGRINOEUEPRING : Structural behaviour of closely packed egg-shaped sewer linings...

...EM WILSON Proc. InstnCiu.Engrs, Part 2,1987,83, Sept.,637641 TECHNNOITCEAL 487 WATER ENGINGEERROIUNPG Synthesis of monthly flow duration curves for ungauged watercourses Monthly flow duration curves (FDCs) were required to allow economic and financial analyses to be performed for small run...

...DN WILCOCK; JE HANNA; CI ESSERY; INSHYD © Thomas Telford and ICE 1987 ULSTER UNIVERSITY DEPARTMENT OF AGRICULTURE, NORTHERN IREL AND FLOW DURATION WATER CURVES HYDROLOGY CATCHMENTS HIGH LOW STUDIES METHODS GAUGING STATIONS EQUATIONS SYNTHESIS ULSTER UK...

...SW JONES; PA KIRBY; DA NETHERCOT © Thomas Telford and ICE 1987 WS ATKINS & PARTNERS SHEFFIELD UNIVERSITY COLUMNS STRENGTH IMPERFECTIONS ECCENTRIC STEEL ULTIMATE SEMI RIGID DEFLECTION ENDS RESTRAINT STIFF BEAMS STEELWORK BEHAVIOUR CURVES NON LINEAR ROTATION...

... evaluation, curves have been given to aid the prediction of other parameters of design interest, such as crest elevation and horizontal water particle velocity. It is demonstrated that the stream function series type of solution is particularly suitable for this application, because the integral wave...

...RA FALCONER; THY TEBBUTT © Thomas Telford and ICE 1987 THEORY HYDRAULIC MODELS STUDIES CONTACT TANKS DISPERSION CHLORINE MEASUREMENT PROCESS CONSTRUCTION IMPROVEMENT DESIGN FLOW WATER CURVES TRACERS WEIRS WATER AUTHORITIES Proc. Instn Cio.Engrs, Part 2, 1987,83,Mar...

...A COULL; YC WONG © Thomas Telford and ICE 1987 GLASGOW UNIVERSITY ENGINEERING & ENVIRONMENTAL CONSULTANTS KUALA LUMPUR STIFFNESS FLOORS SLABS COUPLING DEFLECTION OPEN BOX CORES DESIGN CURVES BEAMS LINTELS DEPTH TALL BUILDINGS ANALYSIS LINEAR ELASTIC STUDIES...

...N TAYLOR; PA MALLINDER SHEFFIELD CITY POLYTECHNIC SHEFFIELD METROPOLITAN CITY COUNCIL LIMIT STATE MASONRY THEORY NON LINEAR PROPERTIES RECTANGULAR AXIAL FORCES BENDING MOMENTS INTERACTION SECTIONS DISTRIBUTION STRAIN LINEAR STRESS CURVES THRUST DESIGN CRACKS STANDARDS...

... RATIOS EXPERIMENTS CONFIGURATION VELOCITY MEASUREMENT DISTORTION DYES PREDICTION CURVES TRACERS PROTOTYPES FIELD MODIFICATION WATER AUTHORITIES TESTS WATERWORKS TECHNIQUES CONCENTRATION DESIGN CONSTRUCTION FRANKLEY SEVERN TRENT UK Proc. Instn Ciu.Engrs, Part 2,1986,81...

... STABILITY SLOPES CURVES SAND CLIMATE STRUCTURES CRACKS SEEPAGE DENSITY RESERVOIRS SILT UPSTREAM INSPECTION GALLERIES CONSTRUCTION KAOLIN CHINA CLAY COLLIFORD CORNWALL BALANGA KINDARUMA KAMBURU MARCHLYN CHOWILLA UK KENYA NIGERIA AUSTRALIA Proc. Instn Ciu. Engrs, Part...

...DW REED; RB BULMAN © Thomas Telford and ICE 1986 S CURVES METHODS CURVES UNITS TRANSFORMATION HYDROGRAPHS HYDRAULICS THEORY RESPONSES FLOODS TRAVEL TIME EQUATIONS CATCHMENTS METHODS STUDIES Proc. Instn Ciu. Engrs, Part 2,1986.81, Mar., 167-170 DISCUSSION O N TECHNICALNOTE...

...A MCLEISH © Thomas Telford and ICE 1985 TAYLOR WOODROW RESEARCH LABORATORIES STRESS BURSTING PRESTRESSED TENDONS CURVED DUCTS EFFECT LOCAL RADIAL FORCES RULES CONCRETE DESIGN RESEARCH DATA BEAMS ANALYSIS FINITE ELEMENTS LOADS TESTS T BEAMS THIN THICK SECTIONS...

... GRAPHS DEFLECTION CENTRE PARAMETERS CURVES SOILS DYNAMICS Proc. Instn Civ. Engrs, Part 2, 1985,79, Dec., 129-135 TECHNNICOATLE 447 STRUCTUENRAGLINEERING GROUP Circular plate on a non-linear elastic foundation A. HASSAN* M. NASSAR, PhD* In the present workon thebending of a circular plate...

...DW REED; FORTRAN © Thomas Telford and ICE 1985 INSTITUTE OF HYDROLOGY WALLINGFORD EXTENSIONS S CURVES METHODS CURVES UNITS HYDROGRAPHS TRANSFORMATION TECHNIQUES RAINFALL RIVERS SYNTHESIS ALGORITHMS SITES CATCHMENTS RESPONSES STORMS FLOODS ESTIMATING OSCULATORY...

... SAFETY FACTORS CURVES DATA FRICTIONLESS OUTLETS HYDRAULIC Proc. Instn Civ. Engrs, Part 2,1984, V , Dec., 479-489 TECHNICAL NOTE 420 WATER ENGINEERINGGROUP Hydraulic design of roof gutters R. W. P. MAY, MAM, Sc, MICE* The British Standard Code of Practice Drainage of Roofs and Paved Areas has...

...F SAWKO; MA ROUF; NW TAYLOR; PA MALLINDER; BL DAVIES © Thomas Telford and ICE 1984 SHEFFIELD CITY POLYTECHNIC SOUTH YORKSHIRE COUNTY COUNCIL STIFFNESS PROPERTIES MASONRY ANALYSIS MATERIALS AXIAL LOADS BENDING MOMENTS STRESS STRAIN CURVES CRACKING STONE ARCHES...