Semi-decentralized strategies in structural vibration control
In this work, the main ideas involved in the design of overlapping and multi-overlapping controllers via the Inclusion Principle are discussed and illustrated in the context of the Structural Vibration Control of tall buildings under seismic excitation. A detailed theoretical background on the Inclu...
| Autores: | , , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2011 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/14262 |
| Acceso en línea: | https://hdl.handle.net/2117/14262 https://dx.doi.org/10.4173/mic.2011.2.2 |
| Access Level: | acceso abierto |
| Palabra clave: | Structural control (Engineering) Buildings -- Vibration Earthquake resistant design Control d'estructures (Enginyeria) Edificis -- Vibració Disseny antisísmic Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures |
| Sumario: | In this work, the main ideas involved in the design of overlapping and multi-overlapping controllers via the Inclusion Principle are discussed and illustrated in the context of the Structural Vibration Control of tall buildings under seismic excitation. A detailed theoretical background on the Inclusion Principle and the design of overlapping controllers is provided. Overlapping and multi-overlapping LQR controllers are designed for a simpli ed ve-story building model. Numerical simulations are conducted to asses the performance of the proposed semi-decentralized controllers with positive results. |
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