Research Article
Dec 1982

Optimal Critical-Mode Control of Building under Seismic Load

Publication: Journal of the Engineering Mechanics Division
Volume 108, Issue 6

Abstract

An analysis of optimal open-loop critical-mode control for tall buildings excited by earthquakes is presented. It is shown that both the active mass damper and the active tendon system are effective in reducing the building response. Furthermore, the optimal critical-mode control is likely to be as effective as the optimal global control, since the building response under earthquake excitations is usually dominated by a few lowest modes.

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Published In

Journal of the Engineering Mechanics Division
Volume 108Issue 6December 1982
Pages: 1167 - 1185

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Published in print: Dec 1982
Published online: Feb 3, 2021

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Jann N. Yang, M.ASCE
Prof., Dept. of Civ., Mech., and Environmental Engrg., The George Washington Univ., Washington, D.C. 20052
J. Lin Mingchien
Grad. Student, Dept. of Civ., Mech., and Environmental Engrg., The George Washington Univ., Washington, D.C. 20052

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