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1-7 of 7
Keywords: LINK
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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1911) 185 (1911): 346–362.
Published: 01 January 1911
...W E DALBY © Thomas Telford and ICE 1911 LAMINATED BEARINGS SPRINGS FORMULAE TESTS LOADS DEFLECTION LINK BENDING INCLINATION INFLUENCE (Paper No. 3934.) Laminated Bearing Springs. By Professor WILLIANERmsr DALBY&, LA.,B.Sc., M. Inst. C.E. THE formulas used in practice...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1900) 141 (1900): 213–241.
Published: 01 January 1900
...G T GLOVER © Thomas Telford and ICE 1900 FAILURES GEARS RAILWAYS WAGONS ROLLING STOCK GEARING STRESS WEAR COUPLINGS LINK WELDED HOOKS BARS BUCKLES CRADLES FLAWS DEFECTS WELDING FATIGUE BUFFING Seleoted GLOVER ON FAILURES IN DRAW- AND BUFFING-GEAR. 213 Papers.] SECT1.1...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1890) 102 (1890): 1–37.
Published: 01 January 1890
...SIR F BRAMWELL © Thomas Telford and ICE 1890 ELECTRICITY WELDING STAMPING IRON STEEL CHAINS LINK TEMPERATURE RESISTANCE MACHINERY MACHINES DYNAMOS TESTS BENDING APPLICATIONS WELDS ELECTRICAL ENERGY CURRENTS HEAT CONDUCTORS TRANSFORMERS ALTERNATING WELDERS METALS...
Journal Articles
G E W CRUTTWELL, SIR B LESLIE, E MATHESON, C BARLOW, H N MAYNARD, W MARTINEAU, SIR J N DOUGLASS, G BERKLEY, A T WALMISLEY, SIR B BAKER, A DAVIS, SIR F BRAMWELL, E A COWPER, F T G WALTON, C O BURGE
Minutes of the Proceedings of the Institution of Civil Engineers (1890) 101 (1890): 38–59.
Published: 01 January 1890
... PIERS SPANS CYLINDERS ALLUVIAL DEPOSITS LINK BARS SAND ACCIDENTS RUBBLE RIVERS BLACKFRIARS THAMES HAWKESBURY DUFFERIN BENARES GANGES UK AUSTRALIA INDIA © Thomas Telford and ICE 1890 38 DISCUSSION ON RAILWAY BRIDGES. minutes of Discussion. Jlr. Cruttwell. Mr. G. E...
Journal Articles
W H BARLOW, CLAXTON, G W HEMANS, R P BRERETON, J FOWLER, ASTRONOMER ROYAL, G K RADFORD, H LAW, C H GREGORY, R RICHARDSON, DE BERGUE, COCHRANE, J A LONGRIDGE, VIGNOLES, C REILLY, LE FEUVRE, HAWKSHAW, P BARLOW, E A COWPER, F W SHIELDS, J H PORTER, G P BIDDER, C B LANE, F J BRAMWELL, W R KNIPPLE, T M JOHNSON, P WILLIAMS, FOWLER, TYLER, E W YOUNG, G H PHIPPS, J M HEPPEL, WHITING
Minutes of the Proceedings of the Institution of Civil Engineers (1867) 26 (1867): 265–309.
Published: 01 January 1867
... Bridgewas bad in principle in thisrespect, that the pressure was placed on the middle of the link ; but, in reference to the arrangement for throwing every pressure upon the two chains, it was preferable to the plan he had alluded to. He considered this principle important for giving to suspension bridges...
Journal Articles
T HOWARD, J FAREY, B W CROKER, C H GREGORY, J FIELD, S HOCKING, A SLATE, C VIGNOLES, I K BRUNEL, W T CLARK
Minutes of the Proceedings of the Institution of Civil Engineers (1849) 8 (1849): 275–281.
Published: 01 January 1849
...,manyexperimentsweremade on differenqt ualities ofirona, ndthatprepared by Mr. Howard's processwasfound to be the best. The desire to furnish so large a quantity of links at a comparatively low price, led to the adoption of Mr. Howard's ingenious method of rolling the bars, and it had provedmost efficient. Eachlink,orbar...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1845) 4 (1845): 291–293.
Published: 01 January 1845
...* and the Menai Bridges t and the BrightonPier,hedeterminedat onceto examinethestate of the bridge, in order to lay an account before the Members. The immediate causeof the failure appeared to be owing to the frac- ture of two of the links of the main chain, near the point of attach- ment to the pyramid. Onelink...
