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1-13 of 13
Keywords: MAXIMUM
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Journal Articles
E P ANDERSON, E S BELLASIS, W A BUYERS, F V ELSDEN, E L GLASS, E C THRUPP, G B WILLIAMS, R D GOODRICH, H C GRANVILLE, S K GURTU, R E HORTON, J M LACEY, A J WADLEY, E S LINDLEY, J A OCKERSON, W T OlIVE, F SPRING, F C TEMPLE, T R J SIR WARD
Minutes of the Proceedings of the Institution of Civil Engineers (1924) 217 (1924): 363–434.
Published: 01 January 1924
... FLOODS RIVERS RAINSTORMS DISCHARGES CATCHMENTS RAINFALL INTENSITY GAUGES MEASUREMENT BRIDGES CULVERTS FORMULAE GIRDERS VELOCITY MAXIMUM RATES TEMPERATURE SOILS PRECIPITATION RECORDS EVAPORATION CLASSIFICATION BASINS DRAINAGE STORMS EQUATIONS DETENTION SLOPES PROTECTION SIZE...
Journal Articles
DISCHARGE FROM CATCHMENT-AREAS IN INDIA, AS AFFECTING THE WATERWAYS OF BRIDGES.
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Minutes of the Proceedings of the Institution of Civil Engineers (1924) 217 (1924): 295–332.
Published: 01 January 1924
...G E LILLIE © Thomas Telford and ICE 1924 EAST INDIAN RAILWAY DISCHARGES CATCHMENTS WATERWAYS BRIDGES FLOODS FORMULAE SIZE SHAPE SLOPES RAINFALL VARIATIONS RATES GROUND PRECIPITATION RIVERS MEASUREMENT BRIDGES VELOCITY STATISTICS MAXIMUM CHAMBAL IRRAWADDY...
Journal Articles
FLOODS OF THE DAMODAR RIVER, AND RAINSTORMS PRODUCING THEM.
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Minutes of the Proceedings of the Institution of Civil Engineers (1924) 217 (1924): 333–346.
Published: 01 January 1924
...E L GLASS © Thomas Telford and ICE 1924 FLOODS RIVERS GAUGING STORMS RAINFALL CATCHMENTS DETENTION RESERVOIRS DISCHARGES RECORDS MAXIMUM CLASSIFICATION RAINSTORMS RAIN DAMODAR RIVER BENGAL RANIGANJ INDIA ~roceedings.] GLASS ON FLOODS OF THE DAMODAR RIVER. 333...
Journal Articles
WIND-PRESSURES, AND STRESSES CAUSED BY THE WIND ON BRIDGES.
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Minutes of the Proceedings of the Institution of Civil Engineers (1923) 216 (1923): 3–33.
Published: 01 January 1923
...D H REMFRY © Thomas Telford and ICE 1923 WIND PRESSURE STRESS BRIDGES LOADED STRUCTURES UNLOADED NARROW GAUGES RAILWAYS MAXIMUM VELOCITY GUSTS DYNAMICS ACTION SIZE SHAPE DOUBLE BARS GIRDERS SHIELDING RAIN SPANS SPEED METHODS CALCULATIONS ROLLING STOCK UK...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1923) 216 (1923): 56–72.
Published: 01 January 1923
...~lot n t h e top uf a fiag-st,aff might sho\v a much higher velocity than one on t,he roof itsclf. Mr. Ellson had objected t o 25 per cent. extra stressbeing allowed in wind-pressures. The idea was that wind-pressures were very occasional loads, and t h a ti t was notto be expected that maximum wind...
Journal Articles
RAILWAY ECONOMICS FOR EXTRA-EUROPEAN RAILWAYS. (INCLUDES APPENDICES).
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Minutes of the Proceedings of the Institution of Civil Engineers (1923) 215 (1923): 265–294.
Published: 01 January 1923
...-supply, land-ownership, and above all, probablteraffic-density. These affect t,hsetandards of construction t o beadopted,andthereforethetraffic-handling capacity of the railway. The factorswhich limit this capacity are:- Weight of Rail ; Maximum Gradient ; illinimum Radius of Curyature ; and Gauge...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1922) 213 (1922): 338–357.
Published: 01 January 1922
... to a particularform of standard now being supplied in Belgium. They were 72 feetlong overall, of which 5 feet was embedded.They carriedtwothree-phaselinesand a guard-wire,altogetherseven wires, on spans of 525 feet, and the stress due to the pull of the wires with a maximum wind blowing across the line was calculated...
Journal Articles
DISTRIBUTION OF STRESS IN THIN MILD-STEEL PLATES OF RECTANGULAR SHAPE, FIXED ALONG THEIR EDGES, AND SUBJECT TO UNIFORMILY-DISTRIBUTED LOADS.
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Minutes of the Proceedings of the Institution of Civil Engineers (1922) 213 (1922): 358–384.
Published: 01 January 1922
...B C LAWS © Thomas Telford and ICE 1922 LEEDS UNIVERSITY MESSRS RITZ & HANKEY CONSETT IRON COMPANY DISTRIBUTION STRESS STEEL PLATES RECTANGULAR EDGES UNIFORM LOADS EXPERIMENTS DEFLECTION MAXIMUM APPARATUS CURVATURE EQUATIONS FORMULAE SECT.11.-OTHER SELECTED...
Journal Articles
DU PLAT TAYLOR, F M, G FITZGIBBON, W W HILL, E W HOLLINGWORTH, L LUIGGI, J MITCHELL, A SCOTT, A T WALMISLEY
Minutes of the Proceedings of the Institution of Civil Engineers (1922) 214 (1922): 35–54.
Published: 01 January 1922
...DU PLAT TAYLOR; F M; G FITZGIBBON; W W HILL; E W HOLLINGWORTH; L LUIGGI; J MITCHELL; A SCOTT; A T WALMISLEY © Thomas Telford and ICE 1922 IMPROVEMENT HARBOURS PORTS STRENGTH WALLS CONCRETE MONOLITHS CYLINDERS BREAKWATERS CONSTRUCTION MOORING JETTIES STORMS MAXIMUM PRESSURE...
Journal Articles
ON IMPACT COEFFICIENTS FOR RAILWAY GIRDERS (INCLUDING APPENDIXES AND PLATES AT BACK OF VOLUME).
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Minutes of the Proceedings of the Institution of Civil Engineers (1915) 200 (1915): 178–223.
Published: 01 January 1915
...C W ANDERSON © Thomas Telford and ICE 1915 INDIAN RAILWAY BOARD IMPACT COEFFICIENTS RAILWAYS GIRDERS BRIDGES GOVERNMENT RULES DESIGN INSPECTION MAXIMUM PERMISSIBLE STRESS LOADS STANDARD MOVING COLUMNS FORMULAE ROLLING ENGINES LOCOMOTIVES PRESSURE BENDING MOMENTS...
Journal Articles
EMPIRICAL FORMULAS FOR FINDING THE MAXIMUM DISCHARGES OF RIVERS.(ABRIDGED). (INCLUDING APPENDIXES).
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Minutes of the Proceedings of the Institution of Civil Engineers (1903) 154 (1903): 292–322.
Published: 01 January 1903
...R H RHIND FORMULAE MAXIMUM DISCHARGES RIVERS EMPIRICAL CALCULATIONS ENGLAND INDIA USA UNITED STATES NORTH AMERICA AUSTRALIA UK © Thomas Telford and ICE 1903 292 RHIND ON EMPIRIOFAOLRMULA8 FOB FINDINCt [Selected (Paper No. 3362 (Abridged.) Empirical Formulas...
Journal Articles
NOTE ON MAXIMUM CROSSHEAD-VELOCITY.
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Minutes of the Proceedings of the Institution of Civil Engineers (1898) 131 (1898): 338–357.
Published: 01 January 1898
...G A BURLS © Thomas Telford and ICE 1898 MAXIMUM VELOCITY CROSSHEADS ACCELERATION GRAPHIC CALCULATIONS EQUATIONS 338 BURLS ON NAXIMUN CROSSHEAD-VELOCITY. [Selected (Paper No. 3042.) Note on Maximum Crosshead-Velocity. By GEORGEARTHURBURLS. THEproblem of determining the position...
Journal Articles
PART 1. MAXIMUM FLOOD-DISCHARGE FROM CATCHMENT-AREAS WITH SPECIAL REFERENCE TO INDIA. (INCLUDING ADDENDUM).
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Minutes of the Proceedings of the Institution of Civil Engineers (1885) 80 (1885): 201–212.
Published: 01 January 1885
...J CRAIG © Thomas Telford and ICE 1885 FLOODS DISCHARGES CATCHMENTS AREAS FORMULAE RIVERS BASINS MAXIMUM HYDROLOGY WATERWAYS WATER OUDH NERBUDDA INDIA BURMA MYANMAR ASIA Papers.] CRAIG ON DISCHARGE FROM CATCHIENT-AREAS. 201 (Paper No. 2047.) PART I. Maximum...
