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 73
... cent . loss ) at September , 1922 ( t = 0 · 75 year ) , with 3.01 million gallons per diem ( e = 154 per cent . ) at June , 1928 ( t = 6.5 years ) , and with 2-941 million gallons per diem ( e = 17.4 per cent . ) at May , 1930 ( t = 8-4 ...
... cent . loss ) at September , 1922 ( t = 0 · 75 year ) , with 3.01 million gallons per diem ( e = 154 per cent . ) at June , 1928 ( t = 6.5 years ) , and with 2-941 million gallons per diem ( e = 17.4 per cent . ) at May , 1930 ( t = 8-4 ...
Seite 214
... cent . If it had a backward batter of 20 degrees , the moment was reduced by 50 per cent . It was interesting to recall that in the older designs of dock and lock walls the walls often leaned backwards . If the wall leaned forward 20 ...
... cent . If it had a backward batter of 20 degrees , the moment was reduced by 50 per cent . It was interesting to recall that in the older designs of dock and lock walls the walls often leaned backwards . If the wall leaned forward 20 ...
Seite 470
... cent . , two pits in 7.6 per cent . , three in 1-2 per cent . , and more than three in 0.3 per cent . of the experiments . Actually , however , it is not legitimate to apply Poisson's formula , since the points of attack are not ...
... cent . , two pits in 7.6 per cent . , three in 1-2 per cent . , and more than three in 0.3 per cent . of the experiments . Actually , however , it is not legitimate to apply Poisson's formula , since the points of attack are not ...
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