Minutes of Proceedings of the Institution of Civil Engineers, Band 162The Institution, 1905 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 377
... nodes at the ends only , the amplitude of motion being greatest at the centre ; in the fundamental vibration of the " free - free " shaft there is one node , at the centre , and points of maximum amplitude at the ends . The frequency of ...
... nodes at the ends only , the amplitude of motion being greatest at the centre ; in the fundamental vibration of the " free - free " shaft there is one node , at the centre , and points of maximum amplitude at the ends . The frequency of ...
Seite 380
... node- is the place where the increase of stiffness is most effective and in- crease of density least effective . Fig . 7 . M2 M , Two Loads on a " Free - free " Shaft ( Fig . 7 ) . If the shaft has two carried loads , M , and M2 , then ...
... node- is the place where the increase of stiffness is most effective and in- crease of density least effective . Fig . 7 . M2 M , Two Loads on a " Free - free " Shaft ( Fig . 7 ) . If the shaft has two carried loads , M , and M2 , then ...
Seite 381
... node at the fixed end , and a section of maximum motion at the free end , k =蛋 12 21 n ( 2 ) The harmonics are exactly analogous to those met with in longitudinal vibrations , and the same is true of the relation between the ...
... node at the fixed end , and a section of maximum motion at the free end , k =蛋 12 21 n ( 2 ) The harmonics are exactly analogous to those met with in longitudinal vibrations , and the same is true of the relation between the ...
Seite 385
... node at that point of I , the shaft where lies the Iz centre of gravity of masses I , and I , at the ends [ THE INST . C.E. VOL . CLXII . ] 2 0 The frequency - equation is Thus where k1 and i.e. Papers . ] 385 THE STRENGTH OF SHAFTS .
... node at that point of I , the shaft where lies the Iz centre of gravity of masses I , and I , at the ends [ THE INST . C.E. VOL . CLXII . ] 2 0 The frequency - equation is Thus where k1 and i.e. Papers . ] 385 THE STRENGTH OF SHAFTS .
Seite 387
... node vibration in which the terminal masses twist in opposite directions about a central node . In the absence of symmetry , in the single - node vibration , one terminal load twists in one direction , whilst the other terminal load and ...
... node vibration in which the terminal masses twist in opposite directions about a central node . In the absence of symmetry , in the single - node vibration , one terminal load twists in one direction , whilst the other terminal load and ...
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