| V.2 No 1 | 91 |
| Bend effect on vibration pattern | |
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| As was supposed, the difference between x and y
components is only the value of external force amplitude projections, and the solutions
before and after the bend do not differ. None the less, the vibration patterns within the
indicated regions will differ. In Fig. 3 the typical pattern is shown dependently on the
external force inclination angle |
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| In Fig. 5 the diagrams of typical vibrations in the lines with
positive and negative bend angles are shown dependently on the external force momentary
phase |
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