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contributor authorAnthony Friedman
contributor authorShirley J. Dyke
contributor authorBrian Phillips
contributor authorRyan Ahn
contributor authorBaiping Dong
contributor authorYunbyeong Chae
contributor authorNestor Castaneda
contributor authorZhaoshuo Jiang
contributor authorJianqiu Zhang
contributor authorYoungjin Cha
contributor authorAli Irmak Ozdagli
contributor authorB. F. Spencer
contributor authorJames Ricles
contributor authorRichard Christenson
contributor authorAnil Agrawal
contributor authorRichard Sause
date accessioned2017-05-08T22:23:47Z
date available2017-05-08T22:23:47Z
date copyrightJune 2015
date issued2015
identifier other43964487.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79594
description abstractAs magnetorheological (MR) control devices increase in scale for use in real-world civil engineering applications, sophisticated modeling and control techniques may be needed to exploit their unique characteristics. Here, a control algorithm that utilizes overdriving and backdriving current control to increase the efficacy of the control device is experimentally verified and evaluated at large scale. Real-time hybrid simulation (RTHS) is conducted to perform the verification experiments using the nees@Lehigh facility. The physical substructure of the RTHS is a 10-m tall planar steel frame equipped with a large-scale MR damper. Through RTHS, the test configuration is used to represent two code-compliant structures, and is evaluated under seismic excitation. The results from numerical simulation and RTHS are compared to verify the RTHS methodology. The global responses of the full system are used to assess the performance of each control algorithm. In each case, the reduction in peak and root mean square (RMS) responses (displacement, drift, acceleration, damper force, etc.) is examined. Beyond the verification tests, the robust performance of the damper controllers is also demonstrated using RTHS.
publisherAmerican Society of Civil Engineers
titleLarge-Scale Real-Time Hybrid Simulation for Evaluation of Advanced Damping System Performance
typeJournal Paper
journal volume141
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001093
treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 006
contenttypeFulltext


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