bibtype J - Journal Article
ARLID 0462261
utime 20240103212544.1
mtime 20160906235959.9
SCOPUS 84983382639
WOS 000386185500004
DOI 10.1111/mice.12225
title (primary) (eng) Decentralized Networked Control of Building Structures
specification
page_count 16 s.
media_type P
serial
ARLID cav_un_epca*0257825
ISSN 1093-9687
title Computer-Aided Civil and Infrastructure Engineering
volume_id 31
volume 11 (2016)
page_num 871-886
keyword decentralized control
keyword networked control
keyword building structures
author (primary)
ARLID cav_un_auth*0101062
name1 Bakule
name2 Lubomír
full_dept (cz) Adaptivní systémy
full_dept (eng) Department of Adaptive Systems
department (cz) AS
department (eng) AS
institution UTIA-B
full_dept Department of Adaptive Systems
fullinstit Ústav teorie informace a automatizace AV ČR, v. v. i.
author
ARLID cav_un_auth*0216347
name1 Rehák
name2 Branislav
full_dept (cz) Teorie řízení
full_dept Department of Control Theory
department (cz)
department TR
institution UTIA-B
full_dept Department of Control Theory
fullinstit Ústav teorie informace a automatizace AV ČR, v. v. i.
author
ARLID cav_un_auth*0230039
name1 Papík
name2 Martin
full_dept (cz) Zpracování obrazové informace
full_dept Department of Image Processing
department (cz) ZOI
department ZOI
institution UTIA-B
full_dept Department of Image Processing
country CZ
fullinstit Ústav teorie informace a automatizace AV ČR, v. v. i.
cas_special
project
ARLID cav_un_auth*0292733
project_id GA13-02149S
agency GA ČR
abstract (eng) The article presents a new method for the design of decentralized networked switched controllers to mitigate the response of building structures under earthquakes. It consists of two phases. The first phase generates low-order gain matrices based on the linear quadratic Gaussian (LQG) control design. It includes a substructural approach when the equations of motion of substructures are extracted from the equation of motion of the overall structures described by a finite element in-plane (2-D) model. Appropriate model reduction procedures, determination of damping as well as the selection of sensor and actuators locations and models are applied to each substructure. The sensors and actuators are implemented into the design model. Both resulting reduced-order state space models of substructures are used for the proper LQG control design. The obtained local controllers are implemented into the overall structure to evaluate the performance of the closed-loop system.
RIV BC
reportyear 2017
num_of_auth 3
mrcbC52 4 A hod 4ah 20231122141837.5
inst_support RVO:67985556
permalink http://hdl.handle.net/11104/0261742
mrcbC64 1 Department of Adaptive Systems UTIA-B 10200 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
mrcbC64 1 Department of Control Theory UTIA-B 10200 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
confidential S
mrcbC86 1 Article Computer Science Interdisciplinary Applications|Construction Building Technology|Engineering Civil|Transportation Science Technology
mrcbT16-e COMPUTERSCIENCEINTERDISCIPLINARYAPPLICATIONS|CONSTRUCTIONBUILDINGTECHNOLOGY|ENGINEERINGCIVIL|TRANSPORTATIONSCIENCETECHNOLOGY
mrcbT16-j 1.263
mrcbT16-s 1.180
mrcbT16-4 Q1
mrcbT16-B 92.661
mrcbT16-D Q1*
mrcbT16-E Q2
arlyear 2016
mrcbTft \nSoubory v repozitáři: bakule-0462261.pdf
mrcbU14 84983382639 SCOPUS
mrcbU24 PUBMED
mrcbU34 000386185500004 WOS
mrcbU63 cav_un_epca*0257825 Computer-Aided Civil and Infrastructure Engineering 1093-9687 1467-8667 Roč. 31 č. 11 2016 871 886