Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/29070
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Koutsoloukas, Lefteris | - |
dc.contributor.author | Nikitas, Nikolaos | - |
dc.contributor.author | Aristidou, Petros | - |
dc.date.accessioned | 2023-04-21T06:09:09Z | - |
dc.date.available | 2023-04-21T06:09:09Z | - |
dc.date.issued | 2022-08-25 | - |
dc.identifier.citation | The Structural Design of Tall and Special Buildings, 2022, vol. 31, no. 12, articl. no. e1941 | en_US |
dc.identifier.issn | 15417808 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/29070 | - |
dc.description.abstract | In this paper, the robust control of a real high-rise tower is studied, using a newly proposed, in the structural control field, Robust Model Predictive Control scheme (RMPC). Two RMPC controllers were designed considering either displacement mitigation (RMPC1) or power consumption efficiency (RMPC2). The two controllers were compared to the benchmark, robustness-wise, H∞ control scheme to demonstrate their relative performance. A number of stiffness and damping uncertainty scenarios were designed based on a broad study of the relevant literature, in order to estimate the robustness of each of the three controllers. In all scenarios, variable actuator uncertainty of (Formula presented.) was introduced. It was found that all controllers are effective in controlling the tower and demonstrate robustness against parametric and actuator uncertainties with different relative merits over each other. Indicatively, when considering root-mean-square (RMS) and peak displacement and acceleration reduction, the H∞ had an average performance reduction of 24%, the RMPC1 31% and the RMPC2 28% against their uncontrolled equivalent. | en_US |
dc.format | en_US | |
dc.language.iso | en | en_US |
dc.relation.ispartof | The Structural Design of Tall and Special Buildings | en_US |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | en_US |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.subject | Actuator uncertainty | en_US |
dc.subject | Parametric uncertainty | en_US |
dc.subject | Robust controller | en_US |
dc.subject | Robust Model Predictive Control | en_US |
dc.subject | Structural control | en_US |
dc.subject | Tall Buildings | en_US |
dc.subject | Tuned mass damper | en_US |
dc.title | Robust structural control of a real high-rise tower equipped with a hybrid mass damper | en_US |
dc.type | Article | en_US |
dc.collaboration | Cyprus University of Technology | en_US |
dc.collaboration | University of Leeds | en_US |
dc.subject.category | Electrical Engineering - Electronic Engineering - Information Engineering | en_US |
dc.journals | Open Access | en_US |
dc.country | Cyprus | en_US |
dc.country | United Kingdom | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.identifier.doi | 10.1002/tal.1941 | en_US |
dc.identifier.scopus | 2-s2.0-85130239795 | - |
dc.identifier.url | https://api.elsevier.com/content/abstract/scopus_id/85130239795 | - |
dc.relation.issue | 12 | en_US |
dc.relation.volume | 31 | en_US |
cut.common.academicyear | 2021-2022 | en_US |
item.openairetype | article | - |
item.cerifentitytype | Publications | - |
item.languageiso639-1 | en | - |
item.fulltext | With Fulltext | - |
item.openairecristype | http://purl.org/coar/resource_type/c_6501 | - |
item.grantfulltext | open | - |
crisitem.author.dept | Department of Electrical Engineering, Computer Engineering and Informatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.orcid | 0000-0003-4429-0225 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
crisitem.journal.journalissn | 1541-7808 | - |
crisitem.journal.publisher | Wiley | - |
Appears in Collections: | Άρθρα/Articles |
Files in This Item:
File | Description | Size | Format | |
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Structural Design Tall Build - 2022 - Koutsoloukas - Robust structural control of a real high‐rise tower equipped with a.pdf | 8.14 MB | Adobe PDF | View/Open |
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