Seismic Response Assessment of Active-Controlled Multi-Story Buildings with Soil-Foundation Influence

Abstract

This paper presents a generalized optimal active control algorithm for seismic structures considering soil-structure interaction. The superstructure is analyzed in time-domain, and boundary element method in frequency-domain is applied to determine the impedance function of the ground system. Numerical examples reveal the significant influence of soil-structure interaction on active-controlled seismic structures.

Department(s)

Civil, Architectural and Environmental Engineering

Document Type

Article - Conference proceedings

Document Version

Citation

File Type

text

Language(s)

English

Rights

© 2024 The Authors, All rights reserved.

Publication Date

01 Jan 1996

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