Decentralized Networked Control of Building Structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F67985556%3A_____%2F16%3A00462261" target="_blank" >RIV/67985556:_____/16:00462261 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1111/mice.12225" target="_blank" >http://dx.doi.org/10.1111/mice.12225</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1111/mice.12225" target="_blank" >10.1111/mice.12225</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Decentralized Networked Control of Building Structures

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

Decentralized Networked Control of Building Structures

Popis výsledku anglicky

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.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

BC - Teorie a systémy řízení

OECD FORD obor

—

Projekt

<a href="/cs/project/GA13-02149S" target="_blank" >GA13-02149S: Řízení složitých systémů</a><br>

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2016

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Computer-Aided Civil and Infrastructure Engineering

ISSN

1093-9687

e-ISSN

—

Svazek periodika

31

Číslo periodika v rámci svazku

11

Stát vydavatele periodika

US - Spojené státy americké

Počet stran výsledku

16

Strana od-do

871-886

Kód UT WoS článku

000386185500004

EID výsledku v databázi Scopus

2-s2.0-84983382639