Presenter Information

R. J. Falkenrath

Department

Civil, Architectural and Environmental Engineering

Major

Civil Engineering

Research Advisor

Pantelides, C. P.

Advisor's Department

Civil, Architectural and Environmental Engineering

Abstract

This paper contains the results of a computer analysis performed on a two-dimensional model structure, in which the structure response was found under dynamic loading conditions. A structural dynamics program (BASIC) was modified to perform its analysis on a two-dimensional structure with a control system modelled into it. The modified program was then used to determine whether a change in the stiffness of the structure would cause the control algorithm to be ineffective for the structure. In light of the limited scope of the analysis (two-dimensional model with constant applied force on one story), the results indicate that a control algorithm, which dampens the adverse response of the structure under dynamic loading, will continue to be effective if there is a measurable (25%) increase or decrease in the stiffness of the structure.

Document Type

Report

Presentation Date

16 Apr 1992

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