Method for Improving Incomplete Modal Coupling
Publication: Journal of Engineering Mechanics
Volume 109, Issue 4
Abstract
The writers are concerned with the free vibration of discrete undamped linear dynamic systems commonly designed in structural engineering. The primary purpose is to present a rational method for improving the natural modes and frequencies computed by incomplete modal coupling, without increasing the order of the resultant eigenvalue problem. Improvement is accomplished through use of a candidate table in an iterative process that introduces significant modes into sequential modal analyses. The error trend and sensitivity analysis due to modal truncation is evaluated by computation of a scalar number called significance index which represents an approximation to the error in a certain eigenvalue due to omission of a certain mode shape. This information forms the basis of the candidate table, which serves as a guide for the optimal automated selection of modes for modal substitution. The method of analysis is demonstrated for a discrete model containing 378 degrees‐of‐freedom.
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Copyright © 1983 ASCE.
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Published online: Aug 1, 1983
Published in print: Aug 1983
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