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Dynamic control of structures subjected to constraints

Authors
Lee, E.-T.Chung, H.-S.Eun, H.-C.
Issue Date
Mar-2008
Citation
Structural Design of Tall and Special Buildings, v.17, no.1, pp 67 - 78
Pages
12
Journal Title
Structural Design of Tall and Special Buildings
Volume
17
Number
1
Start Page
67
End Page
78
URI
https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/25606
DOI
10.1002/tal.319
ISSN
1541-7794
1541-7808
Abstract
This study presents a dynamic equation of constrained motion and illustrates its validity through a dynamic analysis on the structural control by a constraint. Minimizing a function of the variation in kinetic energy at constrained and unconstrained states with respect to the velocity variation, the dynamic equation is derived and it is shown that the result compares with the generalized inverse method proposed by Udwadia and Kalaba. It is investigated that the responses of a 10-story building are controlled by a constraint due to the installation of a two-bar structure. The structural responses are affected by various factors like the length of each bar, damping, stiffness of the bar structure, and the boundary positions between two structures. Under an assumption that the bars have the same mass density, this study determines the optimal boundary positions to minimize the total responses of the structure, and compares the responses and control forces by optimal feedback control with the results. Copyright © 2007 John Wiley & Sons, Ltd.
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공과대학 (건축공학)
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