Minutes of Proceedings of the Institution of Civil Engineers, Band 161The Institution, 1904 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 10
... joint between the vertical faces is made by means of bolts connecting together angle - bars running round the entire profile of the faces , and provided with a rubber cushion to make the joint water - tight ( Fig . 9 , Plate 1 ) . This ...
... joint between the vertical faces is made by means of bolts connecting together angle - bars running round the entire profile of the faces , and provided with a rubber cushion to make the joint water - tight ( Fig . 9 , Plate 1 ) . This ...
Seite 16
... joint of the kind employed in the bolted sectional type . In the " depositing " type this joint naturally runs round the profile of the wall only , but in the " off - shore " type it follows the whole profile of the dock . Occasionally ...
... joint of the kind employed in the bolted sectional type . In the " depositing " type this joint naturally runs round the profile of the wall only , but in the " off - shore " type it follows the whole profile of the dock . Occasionally ...
Seite 69
... joint shown in Fig . 9 , Plate 1 , was by any means perfect . He believed the joint had been first used for depositing- docks , for connecting the pontoons with the side , in which case he saw no reason why the system should not be a ...
... joint shown in Fig . 9 , Plate 1 , was by any means perfect . He believed the joint had been first used for depositing- docks , for connecting the pontoons with the side , in which case he saw no reason why the system should not be a ...
Inhalt
Appendixes to ditto | 39 |
Correspondence on ditto 10 cuts | 66 |
Transfer of Associate Members to the class of Members | 114 |
Urheberrecht | |
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actual advantage air-pump Alfreton arch Author bending-moment Bermuda berth boilers booms bottom bricks brickwork bridge built C.E. VOL carried cement cent centimetres centre circulating water condensing-plant connection considerable construction cooling-surface corbels cost curve depth designed draught Elastic modulus electric Engineer excavated experience extrados feet 6 inches floating dock floating docks footbridges girders graving-dock Havana INCHES OF MERCURY increase influence-line Inst keel-blocks length lifted longitudinal Maryland Steel Company maximum metacentric height Moncreiffe tunnel mortar necessary obtained ordinary ordinate P₂ Paper parabola piers Plate pontoon portion Portland cement pound of steam pressure pump Railway ropeway scale self-docking shafts shear shearing-force ship shown in Fig side-walls Sir William White span square foot square inch steam condensed steel stress Stülcken surface surface condenser taken Temp temperature tests tons per foot tons per square tubes uniformly-distributed load vacuum vertical vessel weight width