Effect of Multiple Tuned Mass Dampers for Vibration Control in High-Rise Buildings-Reference-Cited by-同舟云学术

Effect of Multiple Tuned Mass Dampers for Vibration Control in High-Rise Buildings

Published:2019-11 Issue:4 Volume:24 Page:04019031
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Suresh Lekshmi¹,Mini K. M.²^ORCID

Affiliation:

1. Postgraduate Student, Dept. of Civil Engineering, Amrita School of Engineering, Amrita Vishwa Vidyapeetham, Coimbatore, Tamil Nadu 641112, India.

2. Professor, Dept. of Civil Engineering, Amrita School of Engineering, Amrita Vishwa Vidyapeetham, Coimbatore, Tamil Nadu 641112, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000453

Reference20 articles.

1. Seismic Performance of Tuned Mass Dampers

2. Optimal Placement of Multiple Tune Mass Dampers for Seismic Structures

3. Clark A. J. 1988. “Multiple passive tuned mass dampers for reducing earthquake induced building motion.” In Vol. 5 of Proc. 9th World Conf. on Earthquake Engineering 779–784. Tokyo: International Association for Earthquake Engineering.

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