One-way transnational magnetic mass damper model for structural response control against dynamic loadings

Structural responses should be reduced to minimize the consequent structural damage caused by dynamic excitation. The one-way translational magnetic mass damper model is developed as a new type of damper for the purpose of structural response control. The damper utilizes the concept of repulsive for...

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Bibliographic Details

Main Authors:	Nurulashikin Bahaman, Sk Muiz Sk Abdul Razak, Azlan Adnan, Norrazman Zaiha Zainol, Norhaizura Yahya, Khairunnisa Muhamad, Ahmad Nurfaidhi Rizalman, Mazizah Ezdiani Mohamad, Nur Adibah Ayuni Abd Malek
Format:	Article
Language:	en
Published:	2018
Subjects:	T Technology (General) TA Engineering (General). Civil engineering (General)
Online Access:	https://eprints.ums.edu.my/id/eprint/25111/1/One-way%20translational%20magnetic%20mass%20damper%20model%20for%20structural%20response%20control%20against%20dynamic%20loadings.pdf https://eprints.ums.edu.my/id/eprint/25111/ https://doi.org/10.1051/matecconf/201819502012
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