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Keywords: TRIANGULAR
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Journal Articles
TECHNICAL NOTE. HYDRAULIC DESIGN OF ROOF GUTTERS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1984) 77 (4): 479–489.
Published: 01 December 1984
...RWP MAY; BS 6367 © Thomas Telford and ICE 1984 HYDRAULICS RESEARCH HYDRAULICS DESIGN ROOFS GUTTERS STANDARDS CODES PRACTICE METHODS THEORY TRAPEZOIDAL DISCHARGES EFFECT RESISTANCE CAPACITY INVESTIGATIONS NUMERICAL FLOW EQUATIONS RECTANGULAR TRIANGULAR HALF ROUND...
Journal Articles
ELASTIC BUCKLING OF ISOTROPIC TRIANGULAR FLAT PLATES BY FINITE ELEMENT -S.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1984) 77 (1): 13–21.
Published: 01 March 1984
...HKV TAN © Thomas Telford and ICE 1984 JURUTERA KONSULTANT ELASTIC BUCKLING ISOTROPIC TRIANGULAR PLATES FLAT BENDING FINITE ELEMENTS SOLUTIONS COEFFICIENTS TRIANGLES GEOMETRY RATIOS LOADS PARAMETERS VALUE METHODS STRESS EQUILATERAL ISOSCELES CURVES RIGHT ANGLED...
Journal Articles
TECHNICAL NOTE. THE SHORT TERM MOMENT - CURVATURE RELATIONSHIP FOR REINFORCED CONCRETE BEAMS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1983) 75 (4): 725–734.
Published: 01 December 1983
... SECTIONS CRACKS PARTIALLY ANALYSIS DEVELOPMENT TESTING SHAPE EVALUATION PARAMETERS DESIGN PREDICTION DISTRIBUTION TRIANGULAR Proc. lnstn Ciu. Engrs, Part 2, 1983,75, Dec., 125-134 TECHNICAL NOTE372 The short-term moment-curvature relationship forreinforced concrete beams R. H. SCOTT, BSc(Eng...
Journal Articles
SIMPLIFIED ELASTO-PLASTIC ANALYSIS OF COUPLED SHEAR WALLS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1982) 73 (2): 365–381.
Published: 01 June 1982
... structures are shown in Table 1. To enable comparisons to be made with previous results, structure A was assumed to be subjected to an upper triangular distributed load W together with a point load P at the top, and structure B to a triangular load W alone. Structure C was assumedto be subjected...
Journal Articles
A DIMENSIONLESS UNIT HYDROGRAPH FOR URBANIZING CATCHMENT AREAS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1982) 73 (1): 211–216.
Published: 01 March 1982
... the Author's smooth unit hydrograph is intuitively more attractive than a triangle, when convolved with the FSSRS/CIRIA rainfall profile, it yields a direct runoff hydrograph only marginally different from that obtained using a simple triangle approximation (see Fig. 5). Comparison with the FSSR5 triangular...
Journal Articles
ANALYSIS AND DESIGN FOR LONGITUDINAL SHEAR IN COMPOSITE T-BEAMS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1981) 71 (4): 989–1021.
Published: 01 December 1981
.... These predictions were checked against test data, which also provided the basic values needed to convert strength ratiosinto predicted strengths. 27. The computer program. The purpose-written program'' performed step by step plane stress elastic analyses using triangular finite elements. Initially, one stud and one...
Journal Articles
THEORETICAL AND EXPERIMENTAL STUDIES ON DYNAMIC STRUCTURE-FLUID COUPLING.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1981) 71 (3): 675–704.
Published: 01 September 1981
... EQUATIONS SHAPE CYLINDRICAL HARMONIC THIN ARALDITE DISTRIBUTION EXPERIMENTS STRUCTURES FINITE ELEMENTS THREE DIMENSIONAL INTERFACE DAMS MULTIPOINT SHAKING EARTHQUAKES COMPONENTS ACCURACY PRESSURE FREQUENCIES TRIANGULAR POLAR VARIATIONS MODELS STEEL STUDIES FLUIDS COMPUTERS...
Journal Articles
GRADUALLY VARIED SURFACE PROFILES IN HORIZONTAL AND ADVERSELY SLOPING CHANNELS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1979) 67 (2): 435–452.
Published: 01 June 1979
... TRIANGULAR MODIFIED FLOW HEADS DISTANCE CLOSED PRISMATIC GRADUALLY GRADUAL Proc. Instn Ciu. Engrs, Part 2, 1979,67, June, 435-452 8212 Graduavllayriseudrfapcreofiles in horizontal and adversely sloping channels A. KUMAR, BE(Poona). DHE(Delh)* Surfaceprofilesinrectangular,trapezoidal,circular...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (1): 221–225.
Published: 01 March 1979
...A KUMAR; BRESSE; KJ ENEVER; J ALLEN © Thomas Telford and ICE 1979 CITY UNIVERSITY QUEEN MARY COLLEGE INTEGRAL VARIED CHANNELS EQUATIONS NARROW LENGTH SOLUTIONS EQUATIONS TRIANGULAR WIDE ACCURACY GRADUALLY RECTANGULAR FORMULAE WIDTH PROFILES Proc. Insln Ch. Engrs...
Journal Articles
INTEGRAL SOLUTIONS OF THE GRADUALLY VARIED EQUATION FOR RECTANGULAR AND TRIANGULAR CHANNELS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1978) 65 (3): 509–515.
Published: 01 September 1978
...A KUMAR; CHEZY; BRESSE © Thomas Telford and ICE 1978 SHEFFIELD CITY UNIVERSITY INTEGRAL VARIED TRIANGULAR STANDARD FRICTION COEFFICIENTS WIDE SLOPES FUNCTIONS SOLUTIONS EQUATIONS CHANNELS SECTIONS LOSS CONSTANT PROCEDURE SURFACE VARIATIONS GRADUALLY RECTANGULAR...
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 63 (3): 761–767.
Published: 01 September 1977
...KHM ALI; A RIDGWAY; FROUDE; JJ SHARP © Thomas Telford and ICE 1977 NEWFOUNDLAND MEMORIAL UNIVERSITY HYDRAULIC TRIANGULAR EXPERIMENTS SWING VELOCITY SHEAR JUMP CHANNELS MECHANICS ASYMMETRY FROUDE NUMBERS TRAPEZOIDAL OBLIQUE FLOW EQUATIONS BOUNDARIES Proc. Instn...
Journal Articles
TECHNICAL NOTE. HYDRAULIC JUMPS IN TRAPEZOIDAL AND TRIANGULAR CHANNELS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1977) 63 (1): 203–214.
Published: 01 March 1977
...KHM ALI; A RIDGWAY; FROUDE © Thomas Telford and ICE 1977 LIVERPOOL UNIVERSITY HYDRAULIC TRIANGULAR RELATIONS FROUDE NUMBERS VELOCITY MEASUREMENT PRESSURE DESIGN LENGTH SHEAR EQUATIONS PLOTS JUMP CHANNELS INITIAL EFFECT DISTRIBUTION WATER UPSTREAM CHARTS...
Journal Articles
INFORMAL DISCUSSION. HRS RESEARCH IN FLOW MEASUREMENT IN THE PAST DECADE.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1975) 58 (4): 681–683.
Published: 01 November 1975
... facilities for water authorities and others. Two basic types of triangular profile weir had been studied, namely the Crump and flat V. Two-dimensional weirs had the advantage of ease of construction and simplicity in operation, but were perhaps not suited where it was necessary to measure a wide range...
Journal Articles
THE DEVELOPMENT OF FLOW IN PRISMATIC CHANNELS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1974) 57 (4): 717–726.
Published: 01 December 1974
...KHM ALI; A RIDGWAY; REYNOLDS DEVELOPMENT CHANNELS RELATIONS REYNOLDS NUMBERS COEFFICIENTS VALUE PATTERNS VARIABLE CONTOURS ZONES FLOW TRAPEZOIDAL LENGTH VELOCITY EXPERIMENTS FUNCTIONS PROFILES TURBULENT OPEN VARIATIONS PRISMATIC TRIANGULAR ENTRY DISTRIBUTION THEORY...
Journal Articles
THE INVESTIGATION OF FLOOD ESTIMATION PROCEDURES FOR PAPUA NEW GUINEA.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1974) 57 (4): 635–650.
Published: 01 December 1974
...BN GUNTER © Thomas Telford and ICE 1974 SNOWY MOUNTAINS ENGINEERING INVESTIGATIONS PROCEDURE BRIDGES FREQUENCY UNITGRAPHS RECORDS STATIONS PEAK TROPICS STUDIES SIMPLIFIED FLOODS MANUALS CULVERTS METHODS CATCHMENTS STREAMS RAINFALL DISCHARGES TOPOGRAPHY TRIANGULAR...
Journal Articles
DESIGN CURVES FOR COUPLED SHEAR WALLS ON FLEXIBLE BASES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1974) 57 (4): 595–618.
Published: 01 December 1974
... FORMULATION BUILDINGS TRAPEZOIDAL PIERCED MEDIUM FORMS COUPLED FLEXIBLE STRESS SYSTEMS SUPPORTS COLUMNS LATERAL TRIANGULAR TECHNIQUES THEORY METHODS OPENINGS SOLUTIONS POLYNOMIAL Proc. Instn Civ. Engrs, Part 2, 1974,57, Dec., 595-618 7735 Desicgunrvfcoeosruplsehdear walls on flexible...
Journal Articles
SUMMARY OF PAPER 7350. THE PERFORMANCE OF TWO-DIMENSIONAL AND FLAT-V TRIANGULAR PROFILE WEIRS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1971) 48 (3): 476.
Published: 01 March 1971
...WR WHITE PERFORMANCE PROFILES GEOMETRY TWO DIMENSIONAL WEIRS TRIANGULAR HYDRAULICS RESEARCH STATION © Thomas Telford and ICE 1971 The following is a summary of a paper to bepublished as a supplement to the Proceedings. For detailsof how to order see News Section of this issue...
Journal Articles
Y K CHEUNG, I P KING, O C ZIENKIEWICZ, F SAWKO, A R BAKER, J C CHAPMAN, C M MACMILLAN, K KRETSIS, W M JENKINS, D J LAX, B J THORPE, C J PAREKH, R G ANDERSON, B C BEST, R WEST, P T K LIM
Proceedings of the Institution of Civil Engineers (1968) 41 (4): 813–828.
Published: 01 December 1968
...Y K CHEUNG; I P KING; O C ZIENKIEWICZ; F SAWKO; A R BAKER; J C CHAPMAN; C M MACMILLAN; K KRETSIS; W M JENKINS; D J LAX; B J THORPE; C J PAREKH; R G ANDERSON; B C BEST; R WEST; P T K LIM © Thomas Telford and ICE 1968 SLABS SHAPE METHODS COLUMNS TRIANGULAR IDEALISATION ORTHOTROPY...
Journal Articles
EXTRACT. THE ULTIMATE RESISTANCE TO HORIZONTAL SHEAR OF A SIMPLE SPACE FRAME.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1968) 39 (2): 313–322.
Published: 01 February 1968
...H B HARRISON © Thomas Telford and ICE 1968 SYDNEY UNIVERSITY ULTIMATE SHEAR FRAMES THREE COLUMN PROBLEMS SECTIONS OBLIQUE TESTS RESTRAINED LOADS NON LINEAR COMPUTERS RESISTANCE SIMPLE ANALYSIS TRIANGULAR PLANE MODES BENDING MAXIMUM STEEL PLASTIC HORIZONTAL...
Journal Articles
THE DESIGN AND CONSTRUCTION OF A HIGH PRESSURE PIPE BRIDGE OVER THE RIVER SUTLEJ IN WEST PAKISTAN.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1966) 35 (1): 1–27.
Published: 01 September 1966
...B P WEX; D F MCINTOSH © Thomas Telford and ICE 1966 FREEMAN FOX FOUNDATION ENGINEERING MCKINNEY DESIGN CONSTRUCTION HIGH PRESSURE BRIDGES PIPES RIVERS MEANDERING SCOUR BORED PILES PIERS SUPERSTRUCTURES SITES FABRICATION TRIANGULAR SECTIONS TUBULAR TRUSSES...
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