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 121
... CENTRE OF PRESSURE . In addition to the magnitude of the force on the wall and its inclination , the tests give the position of the force , i.e. the height at which it acts above the bottom of the wall ; this height may often ...
... CENTRE OF PRESSURE . In addition to the magnitude of the force on the wall and its inclination , the tests give the position of the force , i.e. the height at which it acts above the bottom of the wall ; this height may often ...
Seite 171
... centre of pressure was 0.30 , whereas the Author's height ratio was 0.38 . The overturning moment due to the horizontal pressure , which could be estimated as being in proportion to the product of that H ratio and the height ratio , was ...
... centre of pressure was 0.30 , whereas the Author's height ratio was 0.38 . The overturning moment due to the horizontal pressure , which could be estimated as being in proportion to the product of that H ratio and the height ratio , was ...
Seite 173
... centre of pressure , was equal to the moment of the area PQXC about the centre of pressure . That fulfilled the two fundamental conditions for a retaining - wall , namely , that the moment of all pressures on one side of the centre of ...
... centre of pressure , was equal to the moment of the area PQXC about the centre of pressure . That fulfilled the two fundamental conditions for a retaining - wall , namely , that the moment of all pressures on one side of the centre 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