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SEMI ACTIVE CONTROL

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Page 1: SEMI ACTIVE CONTROL

Res. J. of Aleppo Univ. Engineering Science Series No. 13 2015

Effect of Semi Active Control on Seismic Response of

High Rise Buildings with Magneto Rheological Dampers

and Linear Control

Hala Tawfiq Hasan*, Turki Tabak**, Yazan Alghasin***

*Dept. of Seismic Structural Engineering, Higher Institute of Earthquake Studies &

Research, Damascus University,** Scientific Studies and Research Center of

Aleppo, ***MSc in Structural Engineering, Higher Institute of Earthquake Studies

& Research, University of Damascus.

Abstract The world is witnessing a growing demand for buildings

resistant to severe earthquakes, but in spite of the development of risk

reduction methods and seismic design codes, we still suffer from

human and economic losses, especially in important buildings (such as

hospitals, banks...).

The Semi Active Control of dynamic response is a smart and adaptable

solution for this problem, through using Magneto Rheological (MR)

dampers, when their properties are controlled, we can control the

building response in the real time to a dynamic movement. The

dampers tuned to adapt to the dynamic load, which the building is

subject to, making it the better solution to improve the response of

buildings that we cannot improve by seismic isolation (high-rise

buildings).

This article presents the impact of the use of Semi Active

control to the seismic response of buildings exposed to earthquakes

using MR dampers. MR Dampers are controlled, by the optimal linear

control theory in MATLAB, by electrical orders change in the field

(0~2.5A).Then results are compared with the Uncontrolled building

(without dampers), and traditional Passive controlled building, where

the dampers works the whole length of time by constant electric

current (2.5A). Focusing on 9&20-story steel structures representing

typical mid- to high-rise buildings

The results show Effectiveness in improving the response by

reducing the maximum displacement and the relative displacement

between floors as well, which proves that the Semi Active Control is

the best solution for reducing seismic risk on high-rise buildings. Keywords : Semi Active Control, Structural Control, MR Dampers, LQR.

Received 11/ 3 /2015

Accepted 2 / 7 /2015