Keywords: DESIGN
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Journal Articles
Journal of the Institution of Civil Engineers (1951) 36 (10): 581–587.
Published: 01 December 1951
...P J CARROLL; D C VAUGHAN; F WALLEY; J C COSTELLO; G M J WILLIAMS CORRESPONDENCE ON THEFACTOR OF SAFETY AS APPLIED TO REINFORCED-CONCRETEDESIGN 581 Paper No. 5820 I The Factor of Safety as Applied to Reinforced-Concrete Design t by PETERJOSEPHCARROLLB, .E., A.M.I.C.E. Correspondence Mr D.C...
Journal Articles
Journal of the Institution of Civil Engineers (1951) 36 (10): 503–533.
Published: 01 December 1951
... PRESSURE STANCHIONS INITIAL TENSION TESTS SHEAR SIMPLE ANALYSIS DATA DESIGN JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 10. 1950-51 DECEMBER 1951 Paper No. 5824 An Experimental Investigation of the Stresses in Angle Brackets t bY PROFESSOWRILLIAM THOMAS MARSHPAhL.DL B.Sc.(EngA.M.I.C.E...
Journal Articles
Journal of the Institution of Civil Engineers (1951) 36 (10): 588–592.
Published: 01 December 1951
...., and CHUN NUNGHoo, Ph.D., B.Sc. Correspondence Professor A. J. Francis of Melbourne, Australia, observed that the experiments described in the Paper were an interesting example of the photo-elastic " stress-freezing " technique. However, he doubted the wisdom of making recommendations for design...
Journal Articles
Journal Articles
Journal Articles
Journal of the Institution of Civil Engineers (1951) 36 (9): 491–501.
Published: 01 November 1951
...P J CARROLL CARROLL OTNHFEACTOOSRAFFETY AS APPLIED TO REINFORCED-CONCRETEDESIGN 491 Paper No. 5820 I' The Factor of Safety as Applied to Reinforced-Concrete Design " by PETERJOSEPH CARROLLB, .E., A.M.I.C.E. (Ordered by the Council to be published with written discussion) t SYNOPSIS The Papershows...
Journal Articles
Journal of the Institution of Civil Engineers (1951) 36 (9): 501.
Published: 01 November 1951
...E O MEASOR; D H NEW TO REINFORCED-CONCRETE DESIGN 501 It is hoped that the foregoing will establish a case-within the stated limitations-for the reduction of the design dead load to at least 68 per cent. of the calculated dead load. The Paper is accompanied by one sheet of drawings, from which...
Journal Articles
Journal Articles
Journal of the Institution of Civil Engineers (1951) 36 (8): 79–80.
Published: 01 October 1951
...G ROBERTS; C MARSH DOME OF DISCOVERY FESTIVALS DOMES STRUCTURAL DESIGN CURVATURE STRESS LONDON UK CORRESPONDENCE ON THE STRUCTURAL DESIGN OF THE lxxix DOME OF DISCOVERY, FESTIVAL OF BRITAIN, 1951 CORRESPONDENCE ON A PAPERPUBLISHED IN OCTOBER 1951 JOURNAL Structural Paper...
Journal Articles
Journal of the Institution of Civil Engineers (1951) 36 (8): 377–401.
Published: 01 October 1951
... for discussion and, on the motion of the Chairman, the thanks of the Division were accorded to the Author. Structural Paper No. 28 I' The Structural Design of the ' Dome of Discovery,' Festival of Britain, 1951 " by GILBERTROBERTSB,.Sc.(Eng M.I.C.E. SYNOPSIS In considering the design of the 365-foot aluminium...
Journal Articles
Journal Articles
Journal of the Institution of Civil Engineers (1951) 36 (8): 55–68.
Published: 01 October 1951
...C M ROBERTS; J K HUNTER; O C ZIENKIEWICZ; J WILLIAMSON; C HUDDLESTON © Thomas Telford and ICE 1951 FUNDAMENTAL ECONOMICS DESIGN HYDROELECTRIC RUNOFF RIVERS HYDROELECTRICITY FLOW RECORDS DURATION CURVES UTILISATION POWER STATIONS DEVELOPMENT PROJECTS...
Journal Articles
Journal Articles
Journal Articles
Journal Articles
Journal Articles
Journal Articles
Journal of the Institution of Civil Engineers (1951) 36 (6): 133–149.
Published: 01 April 1951
...C M ROBERTS; H D MORGAN; R W MOUNTAIN; J G BROWN; J GUTHRIE BROWN; P A SCOTT; H HEADLAND; P O WOLF; J H FLEMING; R C S WALTERS IN HYDRO-ELECTRIC DESIGN 133 ACKNOWLEDGEMENTS The Author wishes to thank the British Aluminium Company Ltd and the Companhia Electrica das Beiras, of Lousan, Portugal...
Journal Articles
Journal Articles
Journal of the Institution of Civil Engineers (1951) 36 (6): 115–133.
Published: 01 April 1951
...C M ROBERTS © Thomas Telford and ICE 1951 FUNDAMENTAL ECONOMICS HYDROELECTRICITY DESIGN STUDIES CONDITIONS FACTORS PROBLEMS DAMS SIZE PIPELINES HYDRAULIC RAINFALL RUNOFF STORAGE RIVERS TUNNELS OPERATING EFFICIENCY POWER STATIONS ROBERTS ON FUNDAMENTALECONOMICS...

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