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Abstract

This paper presents a reliable and accurate numerical model of the lateral dynamic behavior of buildings protected with passive controlled friction dissipators. The algorithm based on Newmark’s method is developed for solving numerically this problem. On this model, the numerical examples aims analysis of the elements which affect a vibrating reduction of a building equipped the friction dissipator subjected seismic loading. Finally, this paper also provides preliminary conclusions about the advantages and disadvantages for friction dissipators.

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Article Details

Issue: Vol 11 No 5 (2008)
Page No.: 78-90
Published: May 31, 2008
Section: Engineering and Technology - Research article
DOI: https://doi.org/10.32508/stdj.v11i5.2642

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Creative Commons License

Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

 How to Cite
Nhan Hoa, P., & Thang, C. (2008). ASSESSMENT OF THE EFFICIENCY OF FRICTION DISSIPATORS FOR SEISMIC PROTECTION OF BUILDING. Science and Technology Development Journal, 11(5), 78-90. https://doi.org/https://doi.org/10.32508/stdj.v11i5.2642


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