TY - JOUR
T1 - Large-scale real-time hybrid simulation for evaluation of advanced damping system performance
AU - Friedman, Anthony
AU - Dyke, Shirley J.
AU - Phillips, Brian
AU - Ahn, Ryan
AU - Dong, Baiping
AU - Chae, Yunbyeong
AU - Castaneda, Nestor
AU - Jiang, Zhaoshuo
AU - Zhang, Jianqiu
AU - Cha, Youngjin
AU - Ozdagli, Ali Irmak
AU - Spencer, B. F.
AU - Ricles, James
AU - Christenson, Richard
AU - Agrawal, Anil
AU - Sause, Richard
N1 - Publisher Copyright:
© 2014 American Society of Civil Engineers.
PY - 2015/6/1
Y1 - 2015/6/1
N2 - As 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.
AB - As 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.
UR - https://www.scopus.com/pages/publications/84988227774
UR - https://www.scopus.com/inward/citedby.url?scp=84988227774&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)ST.1943-541X.0001093
DO - 10.1061/(ASCE)ST.1943-541X.0001093
M3 - Article
AN - SCOPUS:84988227774
SN - 0733-9445
VL - 141
JO - Journal of Structural Engineering (United States)
JF - Journal of Structural Engineering (United States)
IS - 6
M1 - 04014150
ER -