Minutes of Proceedings of the Institution of Civil Engineers, Band 234Institution 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 183
... considerable heights , if protected from the action of weather , without any retaining - wall . That meant , in effect , that a wall not really strong enough to resist heavy pressure , but capable of acting as protection against the ...
... considerable heights , if protected from the action of weather , without any retaining - wall . That meant , in effect , that a wall not really strong enough to resist heavy pressure , but capable of acting as protection against the ...
Seite 234
... considerably smaller than one containing rotary plant , owing to the absence of heavy foundations and lifting- gear ... considerable part of the cost of electric distribution to the tracks . Distribution of 1,500 - volt Direct - Current ...
... considerably smaller than one containing rotary plant , owing to the absence of heavy foundations and lifting- gear ... considerable part of the cost of electric distribution to the tracks . Distribution of 1,500 - volt Direct - Current ...
Seite 399
... considerable range of engine frequencies . The suspended mass need not be very massive , since even in a bridge of 500 tons the kinetic energy due to the greatest state of oscillation can hardly exceed 1 foot - ton , and for a bridge of ...
... considerable range of engine frequencies . The suspended mass need not be very massive , since even in a bridge of 500 tons the kinetic energy due to the greatest state of oscillation can hardly exceed 1 foot - ton , and for a bridge of ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Transfer of Associate Members to the class of Members | 104 |
Discussion on the two foregoing Papers 3 cuts | 118 |
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Alfred Yarrow angle angle of repose attack Author B.Sc bridge C.E. VOL carried cement central deflection centre of pressure Civil Engineers coat coefficient Committee concrete considerable construction corrosion Council curve cylinders diameter Dugald Clerk effect Egmore electric equation experiments feet film force formula frequency friction gallons given granular material grout hammer-blow horizontal House of Lords impact Inst Institution iron jetty joints length lining load locomotive Lord Lord Macnaghten Madras material maximum metal method miles movement obtained occur oscillation oxide oxygen paint Paper pipe-line pipes placed plane of rupture Plate potassium chromate present pressure tunnel Professor protection purpose Railway retaining-walls rock rust sand scale Severn tunnel shaft society sodium hydroxide span springs square inch steel Steenbras stresses substations surface temperatures tests tons vertical wall wedge theory weight whilst William