Determination of vibration transmissibility on slab track-bridge LRT Railway structure
The study aims to design a new control vibration for slab track-bridge LRT railway system. This study used vibration methods by apply and analysis free and forced vibration of multiple degree of freedom and to control vibration in LRT railway system by using computation method as develop numer...
| Main Authors: | , , , , , , , , , |
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| Format: | Book Section |
| Language: | English |
| Published: |
Penerbit UTHM
2022
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| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/6835/ http://eprints.uthm.edu.my/6835/1/8.pdf |
| _version_ | 1848888924106129408 |
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| author | Mat Hassan, Nik Normunira Atil, Aida Atiqah Roseli, Adyla Illyana Raja Mamat, Tengku Nur Azila Yusop, Fatimah Mohamed Tuan Ismail, Tuan Noor Hasanah Mohd Rus, Anika Zafiah Marsi, Noraini Sulong, Nurulsaidatulsyida Mohammad Noor, Hafsa |
| author_facet | Mat Hassan, Nik Normunira Atil, Aida Atiqah Roseli, Adyla Illyana Raja Mamat, Tengku Nur Azila Yusop, Fatimah Mohamed Tuan Ismail, Tuan Noor Hasanah Mohd Rus, Anika Zafiah Marsi, Noraini Sulong, Nurulsaidatulsyida Mohammad Noor, Hafsa |
| author_sort | Mat Hassan, Nik Normunira |
| building | UTHM Institutional Repository |
| collection | Online Access |
| description | The study aims to design a new control vibration for slab track-bridge LRT railway system. This
study used vibration methods by apply and analysis free and forced vibration of multiple degree
of freedom and to control vibration in LRT railway system by using computation method as
develop numerical solution, simulate the mode shape and natural frequency. This study as an
alternative way were determined via extensive investigation that the majority of the country's
railways transport had a similar problem caused by the railways, which is vibration and noise. To
determine the three main unknowns, which are the mass, m, spring constant, k, and damping
coefficient, c, followed by formula calculations. These values can be found, which are the Free
Body Diagram (FBD), Equation of Motion, and Matrix Form of the system, as well as the Mode
Shape of the Vibration Graph. MATLAB computer programming is used to generate vibration
graphs. The velocity was found to be roughly 4.27mm/s, which is within the nomograph's
threshold range of 3mm/s to 5mm/s. Since the value obtained from calculation which is 4.27mm/s
within the threshold range, this vibration system is considered to be safe to use in the LRT station
without any structural damage to occur. |
| first_indexed | 2025-11-15T20:18:00Z |
| format | Book Section |
| id | uthm-6835 |
| institution | Universiti Tun Hussein Onn Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T20:18:00Z |
| publishDate | 2022 |
| publisher | Penerbit UTHM |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | uthm-68352022-03-22T03:29:50Z http://eprints.uthm.edu.my/6835/ Determination of vibration transmissibility on slab track-bridge LRT Railway structure Mat Hassan, Nik Normunira Atil, Aida Atiqah Roseli, Adyla Illyana Raja Mamat, Tengku Nur Azila Yusop, Fatimah Mohamed Tuan Ismail, Tuan Noor Hasanah Mohd Rus, Anika Zafiah Marsi, Noraini Sulong, Nurulsaidatulsyida Mohammad Noor, Hafsa TF200-320 Railway construction The study aims to design a new control vibration for slab track-bridge LRT railway system. This study used vibration methods by apply and analysis free and forced vibration of multiple degree of freedom and to control vibration in LRT railway system by using computation method as develop numerical solution, simulate the mode shape and natural frequency. This study as an alternative way were determined via extensive investigation that the majority of the country's railways transport had a similar problem caused by the railways, which is vibration and noise. To determine the three main unknowns, which are the mass, m, spring constant, k, and damping coefficient, c, followed by formula calculations. These values can be found, which are the Free Body Diagram (FBD), Equation of Motion, and Matrix Form of the system, as well as the Mode Shape of the Vibration Graph. MATLAB computer programming is used to generate vibration graphs. The velocity was found to be roughly 4.27mm/s, which is within the nomograph's threshold range of 3mm/s to 5mm/s. Since the value obtained from calculation which is 4.27mm/s within the threshold range, this vibration system is considered to be safe to use in the LRT station without any structural damage to occur. Penerbit UTHM 2022 Book Section PeerReviewed text en http://eprints.uthm.edu.my/6835/1/8.pdf Mat Hassan, Nik Normunira and Atil, Aida Atiqah and Roseli, Adyla Illyana and Raja Mamat, Tengku Nur Azila and Yusop, Fatimah Mohamed and Tuan Ismail, Tuan Noor Hasanah and Mohd Rus, Anika Zafiah and Marsi, Noraini and Sulong, Nurulsaidatulsyida and Mohammad Noor, Hafsa (2022) Determination of vibration transmissibility on slab track-bridge LRT Railway structure. In: Multidisciplinary Engineering Science and Advanced Technology. Penerbit UTHM, UTHM, pp. 81-94. ISBN 978-967-2817-40-6 |
| spellingShingle | TF200-320 Railway construction Mat Hassan, Nik Normunira Atil, Aida Atiqah Roseli, Adyla Illyana Raja Mamat, Tengku Nur Azila Yusop, Fatimah Mohamed Tuan Ismail, Tuan Noor Hasanah Mohd Rus, Anika Zafiah Marsi, Noraini Sulong, Nurulsaidatulsyida Mohammad Noor, Hafsa Determination of vibration transmissibility on slab track-bridge LRT Railway structure |
| title | Determination of vibration transmissibility on slab track-bridge LRT Railway structure |
| title_full | Determination of vibration transmissibility on slab track-bridge LRT Railway structure |
| title_fullStr | Determination of vibration transmissibility on slab track-bridge LRT Railway structure |
| title_full_unstemmed | Determination of vibration transmissibility on slab track-bridge LRT Railway structure |
| title_short | Determination of vibration transmissibility on slab track-bridge LRT Railway structure |
| title_sort | determination of vibration transmissibility on slab track-bridge lrt railway structure |
| topic | TF200-320 Railway construction |
| url | http://eprints.uthm.edu.my/6835/ http://eprints.uthm.edu.my/6835/1/8.pdf |