OPTIMUM TUNING PARAMETERS OF TUNED MASS DAMPERS FOR VIBRATION CONTROL OF IRREGULAR HIGHRISE BUILDING STRUCTURES-Reference-Cited by-同舟云学术

OPTIMUM TUNING PARAMETERS OF TUNED MASS DAMPERS FOR VIBRATION CONTROL OF IRREGULAR HIGHRISE BUILDING STRUCTURES

Published:2014-10-20 Issue:5 Volume:20 Page:609-620
ISSN:1392-3730
Container-title:JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT
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Author:

Soto Mariantonieta Gutierrez¹,Adeli Hojjat¹

Affiliation:

1. Department of Civil, Environmental, and Geodetic Engineering, the Ohio State University, 470 Hitchcock Hall, 2070 Neil Avenue, Columbus, OH 43210, USA

Abstract

Tall buildings have become increasingly one-of-a-kind signature structures that are often irregular in plan and elevation with complicated dynamic behavior. Vibration control of irregular highrise building structures using a recently developed tuned mass dampers (TMD), the bidirectional TMD (BTMD), is investigated. A key issue for effective implementation of a TMD is the determination of their tuning parameters. Eight different sets of equations for tuning the parameters of TMDs are investigated using a 5-story building with plan and elevation irregularity, and a 15-story and a 20-story building with plan irregularity subjected to seismic loading. Appropriate equations are recommended for building structures with a fundamental period of vibrations of greater than one second.

Publisher

Vilnius Gediminas Technical University

Subject

Strategy and Management,Civil and Structural Engineering

Reference55 articles.

1. APPLICATION OF NON-LINEAR AND WAVELET BASED FEATURES FOR THE AUTOMATED IDENTIFICATION OF EPILEPTIC EEG SIGNALS

2. Adeli, H.; Jiang, X. 2009.Intelligent infrastructure: neural networks, wavelets and chaos theory for intelligent transportation systems and smart structures. Boca Raton, Florida, USA: CRC Press, Taylor & Francis. 440 p.

3. Wavelet-Hybrid Feedback-Least Mean Square Algorithm for Robust Control of Structures

4. Adeli, H.; Saleh, A. 1999.Control, optimization, and smart structures: high-performance bridges and buildings of the future. New York, USA: John Wiley and Sons. 288 p.

5. Adeli, H.; Soegiarso, R. 1999.High-performance computing in structural engineering. Boca Raton, Florida, USA: CRC Press.272 p.

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