๐”– Bobbio Scriptorium
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The vibration of cantilever bridges

โœ Scribed by K.S. Jagadish; J.L. Pahwa


Publisher
Elsevier Science
Year
1968
Tongue
English
Weight
653 KB
Volume
7
Category
Article
ISSN
0022-460X

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๐Ÿ“œ SIMILAR VOLUMES


Proportioning of long-span truss and can
โœ Joseph Mayer ๐Ÿ“‚ Article ๐Ÿ“… 1913 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 845 KB

THe-purpose of this paper is to describe a reliable method of finding the most economical general dimensions of long-span ordinary truss and cantilever bridges, and incidentally to give formulas which express their weight as a function of the loads, the unit stresses, and the general dimensions. In

Proportioning of long-span truss and can
โœ Joseph Mayer ๐Ÿ“‚ Article ๐Ÿ“… 1914 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 535 KB

The load W~, produces at the distance z from the end of the cantilever arm a moment Changing Z to x and using a more accurately descriptive index for Mr, we obtain ## M~xtc = #X' { Ax (x + "Is) + 2B (2x + 31s) The symbol M~x ' c indicates the moment at the distance x from the end of the cantilev

VIBRATION ANALYSIS OF ROTATING CANTILEVE
โœ Yoo, H. H. (author);Shin, S. H. (author) ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Academic Press ๐ŸŒ English โš– 309 KB

Equations of motion of a rotating cantilever beam are derived based on a new dynamic modelling method in this paper. The derived equations (governing stretching and bending motions), which are coupled through gyroscopic coupling terms, are all linear, so they can be directly used for the vibration a