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1-8 of 8
Keywords: EXPRESSIONS
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Journal Articles
EDGE DISTURBANCES IN SPHERICAL SHELLS WITH VARYING GEOMETRIC PARAMETERS AND SUPPORT TYPES, WITH PARTICULAR REFERENCE TO THICKENING ON PEAK STRESSES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1991) 91 (3): 495–516.
Published: 01 September 1991
...M N PAVLOVIC; A ZINGONI; J W GECKELER; POISSON IMPERIAL COLLEGE EDGES DISTURBANCE SPHERICAL SHELLS VARIATIONS GEOMETRY PARAMETERS SUPPORTS THICKENING PEAK STRESS STUDIES INVESTIGATIONS LAWS MAXIMUM TOTAL FIBRES OPEN THIN SYMMETRICAL LOADS CLOSED FORM EXPRESSIONS...
Journal Articles
HYDRAULIC JUMPS AT ROUNDED DROP.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1990) 89 (4): 443–470.
Published: 01 December 1990
...W H HAGER; N KAWAGOSHI © Thomas Telford and ICE 1990 SWISS FEDERAL INSTITUTE OF TECHNOLOGY HIROSAKI UNIVERSITY HYDRAULIC JUMP ROUNDED DROP STILLING BASINS ENERGY DISSIPATION FLOW CONFIGURATION WAVES TAILWATER EXPRESSIONS LENGTH DEPTH ROLLERS DATA ANALYSIS EFFECT...
Journal Articles
COST OPTIMIZATION OF PIPE SEWERAGE SYSTEMS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1972) 53 (1): 57–64.
Published: 01 June 1972
...BARLOW. JF © Thomas Telford and ICE 1972 CAPE TOWN UNIVERSITY COSTS SEWERAGE METHODS EXPRESSIONS FOUL GRADIENTS TOPOGRAPHY OPTIMAL OPTIMISATION SYSTEMS WRITING FACTORS WATER LENGTH POPULATION SELECTION PIPES SEWAGE MATHEMATICS DESIGN NETWORKS LOADS DENSITY...
Journal Articles
THE ELASTIC-PLASTIC DESIGN OF REINFORCED CONCRETE SWAY FRAMES AGAINST INSTABILITY.
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Proceedings of the Institution of Civil Engineers (1972) 53 (1): 41–56.
Published: 01 June 1972
...U NAHHAS; CW YU © Thomas Telford and ICE 1972 DAMASCUS UNIVERSITY IMPERIAL COLLEGE ELASTIC PLASTIC CONCRETE INSTABILITY LOADS MAGNIFICATION ANALYSIS PROCEDURE COMPATIBILITY DESIGN SWAY METHODS LATERAL EXPRESSIONS SEVEN STOREY CALCULATIONS REINFORCED FRAMES...
Journal Articles
EXTRACT. RESERVOIR YIELD PROBABILITY AS APPLIED IN SOUTHERN RHODESIA.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1965) 30 (1): 171–184.
Published: 01 January 1965
... of estimating the long-term permissible yield from Rhodesian river storage works at agiven risk leveils outlined: An expression is developed to represent the storage equation of a reservoir with due allowance for losses through evaporation. Using this expression together with the annual inflow probability...
Journal Articles
ANALYTICAL DETERMINATION OF THE DISCHARGE CHARACTERISTICS OF BROADCRESTED WEIRS USING BOUNDARY LAYER THEORY.
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Proceedings of the Institution of Civil Engineers (1962) 22 (2): 177–190.
Published: 01 June 1962
...G W HALL © Thomas Telford and ICE 1962 ROYAL MILITARY COLLEGE OF SCIENCE ANALYTICAL CALCULATIONS DISCHARGES CHARACTERISTICS BROADCRESTED BROAD CRESTED WEIRS THEORY BOUNDARY LAYERS RATIONAL EXPRESSIONS FREE TWO DIMENSIONAL SIMPLIFIED MODELS FLOW MECHANISMS OPEN...
Journal Articles
RATIONAL CONCRETE MIX DESIGN.
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Proceedings of the Institution of Civil Engineers (1960) 17 (3): 315–332.
Published: 01 November 1960
...B P HUGHES © Thomas Telford and ICE 1960 BIRMINGHAM UNIVERSITY JOHN LAING RATIONAL CONCRETE DESIGN MIXES RESEARCH MIX COARSE FINE AGGREGATES RELATIONS CUBES CRUSHING STRENGTH WORKABILITY CONSTITUENTS CHARACTERISTICS EXPRESSIONS MATERIALS FUNCTIONS GRADING...
Journal Articles
THE ANALYSIS OF PRESTRESSED CONCRETE STRUCTURES AND THE APPLICATION OF RECENT RESEARCH. STRUCTURAL PAPER NO 51.
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Proceedings of the Institution of Civil Engineers (1957) 6 (3): 445–477.
Published: 01 March 1957
...P B MORICE; C & C A © Thomas Telford and ICE 1957 CEMENT AND CONCRETE ASSOCIATION C & C A ANALYSIS PRESTRESSED CONCRETE STRUCTURES APPLICATIONS RECENT RESEARCH BEHAVIOUR EXPRESSIONS ELASTIC DESIGN ULTIMATE LOADS CARRYING CAPACITY MEMBERS CONTINUOUS BEAMS PORTAL...
