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 366
... frequency of the locomotive , is the same as the fully loaded frequency of the bridge , i.e. Mo N = no MG + 2M It will now be shown how this important particular case can be dealt with by a comparatively simple process , and a simple ...
... frequency of the locomotive , is the same as the fully loaded frequency of the bridge , i.e. Mo N = no MG + 2M It will now be shown how this important particular case can be dealt with by a comparatively simple process , and a simple ...
Seite 384
... frequency curve . For the higher critical frequency ( N = N2 ) , a very pronounced peak is developed , and in predicting the maximum state of oscillation in bridges of medium span , this higher critical frequency , provided that it is ...
... frequency curve . For the higher critical frequency ( N = N2 ) , a very pronounced peak is developed , and in predicting the maximum state of oscillation in bridges of medium span , this higher critical frequency , provided that it is ...
Seite 399
... frequency of this suspended mass is the same as the frequency of the bridge oscillations it is required to neutralize . A locomotive crossing the bridge at this critical frequency , instead of Fig . 8 . oscillating the bridge , will ...
... frequency of this suspended mass is the same as the frequency of the bridge oscillations it is required to neutralize . A locomotive crossing the bridge at this critical frequency , instead of Fig . 8 . oscillating the bridge , will ...
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