Abstract

Building structures, subject to dynamic loadings or external disturbances, may undergo destructive vibrations and encounter different degrees of deformation. Modeling and control techniques can be applied to effectively damp out these vibrations and maintain structural health with a low energy cost. Smart structures embedded with semi-active control devices, offer a promising solution to the problem. The smart damping concept has been proven to be an effective approach for input energy shaping and suppressing unwanted vibrations in structural control for buildings embedded with magnetorheological fluid dampers (MRDs). In this paper, the dissipation energy in MRD is studied by using results from induced hysteretic effect of structural vibrations while the fluid is placed under a controlled magnetic field. Then, a frequency-shaped second-order sliding mode controller (FS2SMC) is designed along with a low-pass filter to implement the desired dynamic sliding surface, wherein the frequency responses of the hysteretic MRD is represented by its magnitude and phase describing functions. The proposed controller can thus shape the frequency characteristics of the equivalent dynamics for the MRD-embedded structure against induced vibrations, and hence, dissipate the energy flow within the smart devices to prevent structural damage. Simulation results for a 10-floor building model equipped with current-controlled MRDs, subject to horizontal seismic excitations validate the proposed technique for low-energy structures with smart devices. The closed-loop performance and comparison in terms of energy signals indicate that the proposed method allows not only to reduce induced vibrations and input energy, but also its spectrum can be adjusted to prevent natural modes of the structure under external excitations.

Highlights

  • Analysis of life cycle cost for energy-efficient buildings is evaluated based on energy consumption, assessment of environmental impact or natural hazards, and prediction of structural or non-structural damage [1]-[2]

  • We normalized the structural dynamics and 230 all quake records to a maximum acceleration level of 0.3g so that we have xdk = xk < 15 mm corresponding to the operational stroke and capacity of magnetorheological fluid dampers (MRDs)

  • It can be seen that a significant reduction in displacement and velocity trajectories are observed with the proposed controller, and the system resonant frequencies are shifted further due to the proposed FS2SMC to avoid building 240 collapse from frequency resonance

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Summary

Introduction

Analysis of life cycle cost for energy-efficient buildings is evaluated based on energy consumption, assessment of environmental impact or natural hazards, and prediction of structural or non-structural damage [1]-[2]. Various elements 5 equipped with energy-efficient features of the engineering structures likely experience different levels of damage subject to external dynamic loadings such as seismic events or gusty winds, depending on the specific geographic region where the structures are situated [3]. Thereby, it may increase future costs associated with post-event repair or replacement to maintain structural health or 10 reinstate an acceptable level. The structural stiffness and damping can be adjusted whilst keep the amount of material utilized to a minimum

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