TECHNICAL PAPERS
May 1, 1991

Generalized Complex Damping and Spectral Integration

Publication: Journal of Engineering Mechanics
Volume 117, Issue 5

Abstract

The spectral analysis and the corresponding integrations of the seismic‐response spectra of an offshore platform are presented. Any shape of the input power spectrum of the ground motion is described by piecewise straight lines for approximation. Both the effects of nonlinear drag force and modal‐damping coupling are taken into account in the analysis. The nonlinear drag force is linearized by the method of the least squares in the statistical sense, and the modal‐damping coupling is uncoupled by the use of the concept of generalized complex damping. As a consequence, the integration formulas of the response spectra for all vibrational modes have been derived, which may prove useful and efficient for computation.

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References

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 117Issue 5May 1991
Pages: 986 - 1004

History

Published online: May 1, 1991
Published in print: May 1991

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Authors

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Yung‐Hsiang Chen
Prof. of Civ. Engrg. and Naval Arch., Nat. Taiwan Univ., Taipei, Taiwan, Republic of China
Deng‐How Tsaur
Grad. Student, Dept. of Civ. Engrg., Nat. Taiwan Univ., Taipei, Taiwan, Republic of China

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