Comparative Study of Different Active Control Systems of High Rise Buildings under Seismic Excitation

Authors

  • Mohamed Hechmi El Ouni
    Affiliation

    Department of Civil Engineering, College of Engineering, King Khalid University, Abha 62529, Kingdom of Saudi Arabia; Laboratory of Systems and Applied Mechanics, Tunisia Polytechnic School, University of Carthage, La Marsa 2078, Tunisia; Higher Institute of Applied Sciences and Technologies of Sousse, University of Sousse, Sousse 4003, Tunisia

  • Nabil Ben Kahla
    Affiliation

    Department of Civil Engineering, College of Engineering, King Khalid University, Abha 62529, Kingdom of Saudi Arabia; Laboratory of Systems and Applied Mechanics, Tunisia Polytechnic School, University of Carthage, La Marsa 2078, Tunisia; Higher Institute of Applied Sciences and Technologies of Sousse, University of Sousse, Sousse 4003, Tunisia

  • Mohd Ahmed
    Affiliation

    Department of Civil Engineering, College of Engineering, King Khalid University, Abha 62529, Kingdom of Saudi Arabia

  • Saiful Islam
    Affiliation

    Department of Civil Engineering, College of Engineering, King Khalid University, Abha 62529, Kingdom of Saudi Arabia

  • Hamdi Ayed
    Affiliation

    Department of Civil Engineering, College of Engineering, King Khalid University, Abha 62529, Kingdom of Saudi Arabia

  • Khalid Mohamed Khedher
    Affiliation

    Department of Civil Engineering, College of Engineering, King Khalid University, Abha 62529, Kingdom of Saudi Arabia

https://doi.org/10.3311/PPci.14367

Abstract

Large number of active vibration control systems existing in the literature has brought lot of confusion for engineers and junior researchers. This study deals with the comparison of different active control systems of a 20-storey building under seismic excitation for three control devices: Active Mass Damper (AMD), Active Bracing System (ABS) and Connected Building Control (CBC). Two different control configurations are considered to add active damping to the building. The first one employs force actuator and displacement sensor and is examined with first and second order Positive Position Feedback, Lead compensators and Direct Velocity Feedback.
The second configuration employs a displacement actuator collocated with a force sensor and an Integral Force Feedback control law.
A total number of 15 control cases are compared from the point of view of stability, robustness, performance and control effort.

Keywords:

active control; Active Mass Damping; Active Bracing System; Connected Building Control; feedback controller; seismic excitation

Published Online

2019-10-31

How to Cite

El Ouni, M. H., Ben Kahla, N., Ahmed, M., Islam, S., Ayed, H., Khedher, K. M. “Comparative Study of Different Active Control Systems of High Rise Buildings under Seismic Excitation”, Periodica Polytechnica Civil Engineering, 63(4), pp. 1092–1102, 2019. https://doi.org/10.3311/PPci.14367

Issue

Section

Research Article