Optimum design of tuned mass damper floor system integrated into bending-shear type building based on H∞, H2, and stability maximization criteria

Author:

Xiang Ping1,Nishitani Akira1

Affiliation:

1. Department of Architecture; Waseda University; Tokyo 1698555 Japan

Funder

Waseda University Grants for Special Research Projects

Publisher

Wiley

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Arata T Hisada Y Yamashita T Kubo T 3-D seismic response analysis of a high-rise building in Tokyo, Japan, for the 2011 Tohoku earthquake 15 th World Conference on Earthquake Engineering 2012

2. Yoshizawa M Maeda S Nagae T Inoue T Kajiwara K One example of results of analyzing vibration in building of earthquake based on human response to vibration evaluation (characteristics of building response) The 21st Japan Conference on Human Response to Vibration (JCHRV2013) 2013

3. Optimal tuned mass damper for seismic applications and practical design formulas;Hoang;Engineering Structures,2008

4. Effectiveness of using tuned-mass dampers in reducing seismic risk;Lee;Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance,2012

5. Optimum design for more effectiveness tuned mass damper system and its application to base-isolated buildings;Xiang;Structural Control and Health Monitoring,2014

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