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1-9 of 9
Keywords: LINES
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Journal Articles
A G PUGSLEY, W H CLANVILLE, A A L BAKER, F G THOMAS, W TYE, M R HORNE, T P O SULLIVAN, G W ROOKE, K HAJNAL KONYI, N G SIMPSON, J D NORTH, P B WALKER
Journal of the Institution of Civil Engineers (1951) 36 (5): 31–51.
Published: 01 March 1951
... LOADS PROBABILITY LOADING DESIGN OVERHEAD TRANSMISSION LINES CONDUCTORS LEVELS ECONOMICS EFFICIENCY DEFLECTION CURVES LIVE DEAD BEARING PRESSURE EFFECT STATIC SIZE STRENGTH METALS REINFORCED CONCRETE PUGSLEY ON CONCEPTS OF SAFETY IN STRUCTURALENGINEERINQ 31 38. A. M...
Journal Articles
Journal of the Institution of Civil Engineers (1944) 22 (8): 434–442.
Published: 01 October 1944
...V A M ROBERTSON; E G E BEAUMONT; G FITZGIBBON; W GOODMAN; T D SELLMAN; C D SHANN; A E SHAVE © Thomas Telford and ICE 1944 LONDON PASSENGER TRANSPORT BOARD ENGINEERING EVOLUTION TRANSPORT PASSENGERS DEVELOPMENT PLATFORMS LINES OMNIBUSES RETARDATION EXTENSIONS ECONOMICS...
Journal Articles
THE ENGINEERING EVOLUTION OF THE LONDON PASSENGER TRANSPORT BOARD.
Available to Purchase
Journal of the Institution of Civil Engineers (1944) 22 (6): 71–86.
Published: 01 April 1944
...V A M ROBERTSON © Thomas Telford and ICE 1944 LONDON PASSENGER TRANSPORT BOARD ENGINEERING EVOLUTION TRAFFIC VEHICLES POWER SUPPLY UNDERGROUND RAILWAYS SPEED DESIGN TRANSPORT HUMAN HISTORY BUSES TRAMS RESTRICTIONS LINES CONSTRUCTION ROADS TRAFFIC IMPROVEMENT...
Journal Articles
INFLUENCE LINES FOR SYMMETRICAL CONTINUOUS SYSTEMS.
Available to Purchase
Journal of the Institution of Civil Engineers (1944) 21 (4): 255–260.
Published: 01 February 1944
...A FRUCHTLANDER © Thomas Telford and ICE 1944 LINES SYMMETRICAL CONTINUOUS SYSTEMS SPANS LOADS BENDING MOMENTS FRUCHTLANDER ON INFLUENCE LINES FOR CONTINUOUS SYSTEMS. 255 Paper No. 5372. Influence Lines for Symmetrical Continuous Systems. By Dr. A. FRUCHTLANDER. (Ordered...
Journal Articles
THE GALLOWAY HYDRO-ELECTRIC DEVELOPMENT, WITH SPECIAL REFERENCE TO THE MECHANICAL AND ELECTRICAL PLANT.
Available to Purchase
Journal of the Institution of Civil Engineers (1938) 8 (6): 376–406.
Published: 01 April 1938
.... M. Inst. C.E. TABLE O F CONTENTS. .Introduction . . . .Purpose of the scheme Supply of water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .PAQE . . 376 377 380 Power-stations and Transmission-lines pl.ant...
Journal Articles
THE GALLOWAY HYDRO-ELECTRIC DEVELOPMENT, WITH SPECIAL REFERENCE TO ITS INTERCONNEXION WITH THE GRID. (INCLUDES APPENDIX).
Available to Purchase
Journal of the Institution of Civil Engineers (1938) 8 (6): 407–422.
Published: 01 April 1938
...R W MOUNTAIN © Thomas Telford and ICE 1938 HYDROELECTRICITY DEVELOPMENT ELECTRICITY INTERCONNECTION GRIDS METHODS LOADS TRANSFER EQUIPMENT TRANSMISSION LINES SWITCHGEARS TRANSFORMERS CABLES GENERATION POWER STATIONS SUBSTATIONS WATER POWER GALLOWAY SCOTLAND...
Journal Articles
THE DIVERSION OF THE MAIN LINE BETWEEN MOTTRAM AND DINTING, LONDON AND NORTH EASTERN RAILWAY. (INCLUDES PLATES).
Available to Purchase
Journal of the Institution of Civil Engineers (1937) 4 (3): 469–474.
Published: 01 January 1937
...F W SLADE UK MOTTRAM DINTING MANCHESTER PENISTONE DERBYSHIRE CHESHIRE DIVERSION MAIN LINES RAILWAYS EARTHWORKS CULVERTS WORKS EXCAVATING CLAYS BOULDER BOULDER CLAY EXCAVATIONS TOES WALLS STEEL SHEETPILING SHAFTS TIPPING LONDON & NORTH EASTERN RAILWAY...
Journal Articles
THE TREATMENT OF MUD-RUNS IN BOLIVIA.
Available to Purchase
Journal of the Institution of Civil Engineers (1937) 4 (3): 484–487.
Published: 01 January 1937
..., and that in the cases described the problem to be faced had been that of maintaining an existing line. He was interested to note the similarity of the works described by Mr. Williamson, which had been in operation for some while, and thanked him for the description. In reply t o Mr. Blencowe, whilst agreeing...
Journal Articles
SIMPLE EXPERIMENTAL SOLUTIONS OF CERTAIN STRUCTURAL DESIGN PROBLEMS.
Available to Purchase
Journal of the Institution of Civil Engineers (1936) 4 (1): 79–92.
Published: 01 November 1936
... stresses by mechanical means. These methodsfall into two main categories, in one of which the object is to determine theiduence-lines,3 while in theother a direct measurement of ;lopes and deflections in a model are made.4 In order to comply strictly with the mathematical requirements of the problem...
