Interpretation of simultaneously optimized fuzzy controller and active tuned mass damper parameters under Pulse-type ground motions

Article

Lavassani, Seyed Hossein Hosseini, Ebadijalal, Mehrdad, Shahrouzi, Mohsen, Gharehbaghi, Vahidreza, Farsangi, Ehsan Noroozinejad and Yang, T.Y.. 2022. "Interpretation of simultaneously optimized fuzzy controller and active tuned mass damper parameters under Pulse-type ground motions." Engineering Structures. 261. https://doi.org/10.1016/j.engstruct.2022.114286
Article Title

Interpretation of simultaneously optimized fuzzy controller and active tuned mass damper parameters under Pulse-type ground motions

ERA Journal ID4188
Article CategoryArticle
AuthorsLavassani, Seyed Hossein Hosseini, Ebadijalal, Mehrdad, Shahrouzi, Mohsen, Gharehbaghi, Vahidreza, Farsangi, Ehsan Noroozinejad and Yang, T.Y.
Journal TitleEngineering Structures
Journal Citation261
Article Number114286
Number of Pages13
Year2022
PublisherElsevier
Place of PublicationUnited Kingdom
ISSN0141-0296
1873-7323
Digital Object Identifier (DOI)https://doi.org/10.1016/j.engstruct.2022.114286
Web Address (URL)https://www.sciencedirect.com/science/article/pii/S0141029622004114
Abstract

All fuzzy logic controller specifications and active tuned mass damper (ATMD) parameters are simultaneously optimized under seven pulse-type near-fault earthquake records. The last story's peak displacement and the maximum inter-story drift are separate objective functions. The controller is installed on the roof of a 15-story building, and its characteristics are determined by a 3-dimensional finite element model of a real structure. Adopting a simple model, soil-structure interaction effects are investigated. Geotechnical tests of the site soil are used to determine soil characteristics. A general-purpose center of mass optimization algorithm is established to tackle the optimization problem. The algorithm results are compared with those of two popular optimization algorithms. An ensemble of twenty-four pulse-type ground motions is utilized to evaluate and validate the proposed controller. Optimal results are compared and discussed for the two objective functions, where interpreting numerical results may contain practical information about excitations and the structure.

KeywordsActive Tuned Mass Damper ; Soil-Structure Interaction ; Fuzzy Logic Controller ; Center of Mass Optimization ; Pulse-type Earthquake Records
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Byline AffiliationsKharazmi University, Iran
School of Engineering
Graduate University of Advanced Technology, Iran
University of British Columbia, Canada
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