Acceleration Feedback-Based Active and Semi-Active Seismic Response Control of Rail-Counterweight Systems of Elevators

Based on the observations in the past earthquake events, the traction elevators in buildings are known to be vulnerable to earthquake induced ground motions. Among several components of an elevator, the counterweight being heaviest is also known to be more susceptible than others. The inertial effec...

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Main Authors: Rildova, M.P. Singh
Format: Article
Language:English
Published: Hindawi Limited 2005-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2005/130907
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spelling doaj-84a66bd7174444b2977913bdf712bbd42020-11-25T01:06:28ZengHindawi LimitedShock and Vibration1070-96221875-92032005-01-0112643544810.1155/2005/130907Acceleration Feedback-Based Active and Semi-Active Seismic Response Control of Rail-Counterweight Systems of ElevatorsRildova0M.P. Singh1Department of Engineering Science and Mechanics, Virginia Polytechnic Institute and State University, Blacksburg, VA 24061, USADepartment of Engineering Science and Mechanics, Virginia Polytechnic Institute and State University, Blacksburg, VA 24061, USABased on the observations in the past earthquake events, the traction elevators in buildings are known to be vulnerable to earthquake induced ground motions. Among several components of an elevator, the counterweight being heaviest is also known to be more susceptible than others. The inertial effects of the counterweight can overstress the guide rails on which it moves. Here we investigate to use the well-known acceleration feedback-based active and semi-active control methods to reduce stresses in the rails. The only way a control action can be applied to a moving counterweight-rail system is through a mass damper placed in the plane of the counterweight. For this, a part of the counterweight mass can be configured as a mass damper attached to a small actuator for an active scheme or to a magneto-rheological damper for a semi-active scheme. A comprehensive numerical study is conducted to evaluate the effectiveness of the proposed configuration of control system. It is observed that the two control schemes are effective in reducing the stress response by about 20 to 25% and improve the system fragility over a good range of seismic intensities.http://dx.doi.org/10.1155/2005/130907
collection DOAJ
language English
format Article
sources DOAJ
author Rildova
M.P. Singh
spellingShingle Rildova
M.P. Singh
Acceleration Feedback-Based Active and Semi-Active Seismic Response Control of Rail-Counterweight Systems of Elevators
Shock and Vibration
author_facet Rildova
M.P. Singh
author_sort Rildova
title Acceleration Feedback-Based Active and Semi-Active Seismic Response Control of Rail-Counterweight Systems of Elevators
title_short Acceleration Feedback-Based Active and Semi-Active Seismic Response Control of Rail-Counterweight Systems of Elevators
title_full Acceleration Feedback-Based Active and Semi-Active Seismic Response Control of Rail-Counterweight Systems of Elevators
title_fullStr Acceleration Feedback-Based Active and Semi-Active Seismic Response Control of Rail-Counterweight Systems of Elevators
title_full_unstemmed Acceleration Feedback-Based Active and Semi-Active Seismic Response Control of Rail-Counterweight Systems of Elevators
title_sort acceleration feedback-based active and semi-active seismic response control of rail-counterweight systems of elevators
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 2005-01-01
description Based on the observations in the past earthquake events, the traction elevators in buildings are known to be vulnerable to earthquake induced ground motions. Among several components of an elevator, the counterweight being heaviest is also known to be more susceptible than others. The inertial effects of the counterweight can overstress the guide rails on which it moves. Here we investigate to use the well-known acceleration feedback-based active and semi-active control methods to reduce stresses in the rails. The only way a control action can be applied to a moving counterweight-rail system is through a mass damper placed in the plane of the counterweight. For this, a part of the counterweight mass can be configured as a mass damper attached to a small actuator for an active scheme or to a magneto-rheological damper for a semi-active scheme. A comprehensive numerical study is conducted to evaluate the effectiveness of the proposed configuration of control system. It is observed that the two control schemes are effective in reducing the stress response by about 20 to 25% and improve the system fragility over a good range of seismic intensities.
url http://dx.doi.org/10.1155/2005/130907
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AT mpsingh accelerationfeedbackbasedactiveandsemiactiveseismicresponsecontrolofrailcounterweightsystemsofelevators
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