Mechanical Problems

Chapter

Abstract

The vertical oscillations of a horizontal dead-end elastic beam of rectangular but substantially non-square are considered. Assuming the beam width is much greater than its thickness, horizontal stiffness of the beam is taken to be infinitely large.

Copyright information

© Springer International Publishing AG, part of Springer Nature 2017

Authors and Affiliations

  1. 1.Lappeenranta University of TechnologyLappeenrantaFinland
  2. 2.St. Petersburg State Polytechnic UniversitySt. PetersburgRussia

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