An innovative methodology for hybrid vibration control (MR+TMD) of buildings under seismic excitations

Article

Lavassani, Seyed Hossein Hosseini, Shangapour, Saman, Homami, Peyman, Gharehbaghi, Vahidreza, Farsangi, Ehsan Noroozinejad and Yang, T.Y.. 2022. "An innovative methodology for hybrid vibration control (MR+TMD) of buildings under seismic excitations." Soil Dynamics and Earthquake Engineering. 155. https://doi.org/10.1016/j.soildyn.2022.107175
Article Title

An innovative methodology for hybrid vibration control (MR+TMD) of buildings under seismic excitations

ERA Journal ID3554
Article CategoryArticle
AuthorsLavassani, Seyed Hossein Hosseini, Shangapour, Saman, Homami, Peyman, Gharehbaghi, Vahidreza, Farsangi, Ehsan Noroozinejad and Yang, T.Y.
Journal TitleSoil Dynamics and Earthquake Engineering
Journal Citation155
Article Number107175
Number of Pages22
Year2022
PublisherElsevier
Place of PublicationUnited Kingdom
ISSN0267-7261
1879-341X
Digital Object Identifier (DOI)https://doi.org/10.1016/j.soildyn.2022.107175
Web Address (URL)https://www.sciencedirect.com/science/article/abs/pii/S0267726122000240
Abstract

In this study, the combination of magnetorheological dampers and tuned mass dampers (MR + TMD) as a hybrid control system is investigated on a 15-story shear building where MR damper is attached to the TMD to generate active control force of TMD. The seismic responses of the structure are reduced by employing MR + TMD on rooftop of the structure. The MR damper's control voltage is generated by combining IT2FLC and FOPID. The FOPID + IT2FLC, TMD, and control voltage parameters are optimized using the observer-teacher-learner-based optimization (OTLBO) algorithm to minimize the maximum displacement of the building rooftop under far-field and near-field earthquake excitations. To conduct additional research, the same method was used to mitigate structural responses for PID, FOPID, IT2FLC, and a combination of fuzzy logic type-1 (FLC) and FOPID (FOPID + FLC). All of these controllers' performances in mitigating seismic responses are compared to those of the uncontrolled system and to each other. The results indicate that FOPID + IT2FLC outperforms PID, FOPID, and FOPID + FLC controllers. Additionally, the building's rooftop displacement was reduced by an average of 35.06% using the FOPID + IT2FLC system for sixteen far-field and near-field earthquake records. Moreover, the hybrid MR + TMD system performs better than other conventional controllers.

KeywordsNonlinear modeling; Uncertain disturbance; Cooling coil model; Hybrid layer model; TS identification; Wide range modeling
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Byline AffiliationsKharazmi University, Iran
University of Southern Queensland
Graduate University of Advanced Technology, Iran
University of British Columbia, Canada
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