Abstract
In this paper the equations of static equilibrium, the governing differential equation of shear and flexural vibrations of straight bars with variable cross-section are written in the form of unified self-conjugate differential equations of the second-order. These can be reduced to Bessel's equations. Based on an experimental study, the Guangzhou Hotel Building (27 stories) is treated as a cantilever beam of non-uniform section in free vibration analysis. The computed value of the natural frequency obtained by use of the proposed method of this paper approaches the measured value. Copyright © 1996 Elsevier Science Ltd.
| Original language | English |
|---|---|
| Pages (from-to) | 1185-1191 |
| Journal | Computers and Structures |
| Volume | 59 |
| Issue number | 6 |
| DOIs | |
| Publication status | Published - 17 Jun 1996 |
| Externally published | Yes |
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