Structural Engineering and Mechanics

Volume 55, Number 4, 2015, pages 785-799

DOI: 10.12989/sem.2015.55.4.785

Vibration analysis of free-fixed hyperbolic cooling tower shells

Jae-Hoon Kang

Abstract

A three-dimensional (3-D) method of analysis is presented for determining the free vibration frequencies of hyperboloidal shells free at the top edge and clamped at the bottom edge like a hyperboloidal cooling tower by the Ritz method based upon the circular cylindrical coordinate system instead of related 3- D shell coordinates which are normal and tangent to the shell midsurface. The Legendre polynomials are used as admissible displacements. Convergence to four-digit exactitude is demonstrated. Natural frequencies from the present 3-D analysis are also compared with those of straight beams with circular cross section, complete (not truncated) conical shells, and circular cylindrical shells as special cases of hyperboloidal shells from the classical beam theory, 2-D thin shell theory, and other 3-D methods.

Key Words

cooling tower; hyperbolic shell; free vibration; Legendre polynomials

Address

Jae-Hoon Kang: Department of Architectural Engineering, Chung-Ang University, Seoul, 156-756 South Korea