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

One-way translational 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: Bahaman Nurulashikin, Sk Abdul Razak Sk Muiz, Adnan Azlan, Zaiha Zainol Norrazman, Yahya Norhaizura, Muhamad Khairunnisa, Nurfaidhi Rizalman Ahmad, Ezdiani Mohamad Mazizah, Adibah Ayuni Abd Malek Nur
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201819502012

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