Minutes of Proceedings of the Institution of Civil Engineers, Band 233Institution of Civil Engineers, 1933 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 248
... described in Part I. The only material alteration in the apparatus used was in the bearing itself , details of which are shown in Fig . 31 . The flanges were added with the intention of making the bearing more rigid and for providing ...
... described in Part I. The only material alteration in the apparatus used was in the bearing itself , details of which are shown in Fig . 31 . The flanges were added with the intention of making the bearing more rigid and for providing ...
Seite 252
... shown in Figs . 41 and 42 , Plate 5. In Fig . 41 curves are shown for both 0-0172 - inch and 0.0038 - inch clearance bearings , from which it will be seen that the eccentricity increases as the clearance increases . In Fig . 42 the ...
... shown in Figs . 41 and 42 , Plate 5. In Fig . 41 curves are shown for both 0-0172 - inch and 0.0038 - inch clearance bearings , from which it will be seen that the eccentricity increases as the clearance increases . In Fig . 42 the ...
Seite 253
... shown in Fig . 45 , Plate 5. The curves indicate the manner in which the centre of the shaft moves relatively to the ... shown + ) does not close in at the top in the manner indicated by Dr. Swift's theory . Many check experiments were ...
... shown in Fig . 45 , Plate 5. The curves indicate the manner in which the centre of the shaft moves relatively to the ... shown + ) does not close in at the top in the manner indicated by Dr. Swift's theory . Many check experiments were ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Session 193031 | 31 |
and 24 November 1931 | 38 |
Urheberrecht | |
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180-degree bearing Antofagasta Authors B.Sc bank barrage basin berths Birmingham blocks breakwater Bridge built caisson Calcutta carried cent centre channels clay clearance coefficient coefficient of friction concrete considerable construction cranes cubic feet cubic foot curve cusecs depth digested sludge digestion tanks digestion-tanks discharge distributaries downstream dredging eccentricity effect end leakage engineers entrance experience flood floor friction Gravesend graving-docks heat Imhoff tank inches increased Inst irrigation jetty journal journal bearing Kidderpore King George's length load lock Lond London London Bridge lubrication material method metres monoliths obtained oil film Paper piles pipes plant Plate Port possible pressure pumping Punjab quantity quay quay-walls regard river sand Sarda canal Sarda river sewage shaft sheds shown in Fig side silt Sir Clement slope sludge-digestion square temperature Thames theory thickness tons upstream Valparaiso viscosity wall water-content wet dock