scispace - formally typeset
Journal ArticleDOI

Semi-active structural fuzzy control with MR dampers subjected to near-fault ground motions having forward directivity and fling step

Hosein Ghaffarzadeh
- 01 Dec 2013 - 
- Vol. 12, Iss: 6, pp 595-617
TLDR
In this article, an optimal fuzzy logic control scheme for vibration mitigation of buildings using magneto-rheological dampers subjected to near-fault ground motions is presented, where the membership functions and fuzzy rules of fuzzy controller were optimized by GA.
Abstract
Semi-active control equipments are used to effectually enhance the seismic behavior of structures. Magneto-rheological (MR) dampers are semi-active devices that can be utilized to control the response of structures during seismic loads and have received voracious attention for response suppression. They supply the adaptability of active devices and stability and reliability of passive devices. This paper presents an optimal fuzzy logic control scheme for vibration mitigation of buildings using magneto-rheological dampers subjected to near-fault ground motions. Near-fault features including a directivity pulse in the fault-normal direction and a fling step in the fault-parallel direction are considered in the requisite ground motion records. The membership functions and fuzzy rules of fuzzy controller were optimized by genetic algorithm (GA). Numerical study is performed to analyze the influences of near-fault ground motions on a building that is equipped with MR dampers. Considering the uncontrolled system response as the base line, the proposed method is scrutinized by analogy with that of a conventional maximum dissipation energy (MED) controller to accentuate the effectiveness of the fuzzy logic algorithm. Results reveal that the fuzzy logic controllers can efficiently improve the structural responses and MR dampers are quite promising for reducing seismic responses during near-fault earthquakes.

read more

Citations
More filters
Journal ArticleDOI

Performance assessment of buildings isolated with S-FBI system under near-fault earthquakes

TL;DR: In this paper, the optimum design parameters of a superelastic friction base isolator (S-FBI) system through a multi-objective genetic algorithm were investigated to improve the performance of isolated buildings against near-fault earthquakes.
Journal ArticleDOI

Structural active vibration control using active mass damper by block pulse functions

TL;DR: In this article, an innovative method by using block pulse functions to minimize expenses of computations was proposed to verify the validity and feasibility of the proposed method in earthquake-excited 10-story shear buildings equipped with an active mass damper.
Journal ArticleDOI

Active tendons control of structures using block pulse functions

TL;DR: In this article, the authors proposed a method to suppress the responses of the structure based on block pulse functions, which can be used to reduce seismic responses of structures with high accuracy and less computational expenses.
Journal ArticleDOI

Semiactive Control of Structural Nonlinear Vibration Considering the MR Damper Model

TL;DR: This data indicates that during a severe earthquake, a structure will exhibit nonlinear behaviors, and structural control plays an important role in suppressing structural vibration under different loads.
Journal ArticleDOI

Semi-active control of seismic response of a building using MR fluid-based tuned mass damper

TL;DR: In this article, a forty-story tall steel-frame building designed according to the Canadian standard, has been studied with and without semi-active and passive tuned mass dampers.
References
More filters
Journal ArticleDOI

Phenomenological model for magnetorheological dampers

TL;DR: In this article, a model for controllable fluid dampers is proposed that can effectively portray the behavior of a typical magnetorheological (MR) damper and compared with experimental results for a prototype damper.
Journal ArticleDOI

Modeling and Control of Magnetorheological Dampers for Seismic Response Reduction

TL;DR: In this paper, a clipped-optimal control strategy based on acceleration feedback for controlling magnetorheological dampers is proposed to reduce structural responses due to seismic loads, and a numerical example, employing a newly developed model that accurately portrays the salient characteristics of the MR dampers, is presented to illustrate the effectiveness of the approach.
Journal ArticleDOI

Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity

TL;DR: In this article, the authors developed modifications to empirical strong ground motion attenuation relations to account for the effects of rupture directivity on strong motion amplitudes and durations, based on an empirical analysis of near-fault data.
Journal ArticleDOI

Semiactive Control Strategies for MR Dampers: Comparative Study

TL;DR: In this article, the performance of a number of recently proposed semi-active control algorithms for use with multiple magnetorheological (MR) dampers is evaluated through a numerical example, and the advantages of each algorithm are discussed.
Journal ArticleDOI

Benchmark Control Problems for Seismically Excited Nonlinear Buildings

TL;DR: In this paper, the authors present the problem definition and guidelines of a set of benchmark control problems for seismically excited nonlinear buildings, focusing on three typical steel structures, 3-, 9-, and 20-story buildings designed for the SAC project for the Los Angeles, California region.
Related Papers (5)