Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge
Periodically, long span bridges require constant structural assessment and continuous monitoring. Recently, existed bridges and vehicles loading mechanism have influenced many studies to predicate the dynamic bridge response and monitor damage occurrence. The objective of present study is set to mon...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Blue Eyes Intelligence Engineering & Sciences Publication
2019
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| Online Access: | http://psasir.upm.edu.my/id/eprint/80547/ http://psasir.upm.edu.my/id/eprint/80547/1/SENSOR.pdf |
| _version_ | 1848858916067213312 |
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| author | Mustapha, Faizal Mohammed, Mohammed Idris Sulaeman, Erwin |
| author_facet | Mustapha, Faizal Mohammed, Mohammed Idris Sulaeman, Erwin |
| author_sort | Mustapha, Faizal |
| building | UPM Institutional Repository |
| collection | Online Access |
| description | Periodically, long span bridges require constant structural assessment and continuous monitoring. Recently, existed bridges and vehicles loading mechanism have influenced many studies to predicate the dynamic bridge response and monitor damage occurrence. The objective of present study is set to monitor the Penang (I) Bridge using finite element model to verify the positioning of sensors. 3D model was developed to evaluate the modal parameter’s momentous attitude alteration of the bridge selected grid points and elements. Discussion is focused upon the output parameters such as displacements and stresses generated by vehicles weights. Three types of vehicles were chosen for the purpose of crossing the bridge. In conclusion, from the six lanes of the bridge, high displacements were obtained at the lane 6 (the most left or right side lane) due to vehicles loads at the grid points while maximal stresses were enhanced at lane 6 and 4 (either of the two middle lanes) of the chosen girder beam at bridge spans and cable elements of the infrastructure. Subsequently, sensors were positioned at the grid points in lane 6 and elements located at both lanes due to the mixed loading events. |
| first_indexed | 2025-11-15T12:21:02Z |
| format | Article |
| id | upm-80547 |
| institution | Universiti Putra Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T12:21:02Z |
| publishDate | 2019 |
| publisher | Blue Eyes Intelligence Engineering & Sciences Publication |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | upm-805472020-11-05T20:54:43Z http://psasir.upm.edu.my/id/eprint/80547/ Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge Mustapha, Faizal Mohammed, Mohammed Idris Sulaeman, Erwin Periodically, long span bridges require constant structural assessment and continuous monitoring. Recently, existed bridges and vehicles loading mechanism have influenced many studies to predicate the dynamic bridge response and monitor damage occurrence. The objective of present study is set to monitor the Penang (I) Bridge using finite element model to verify the positioning of sensors. 3D model was developed to evaluate the modal parameter’s momentous attitude alteration of the bridge selected grid points and elements. Discussion is focused upon the output parameters such as displacements and stresses generated by vehicles weights. Three types of vehicles were chosen for the purpose of crossing the bridge. In conclusion, from the six lanes of the bridge, high displacements were obtained at the lane 6 (the most left or right side lane) due to vehicles loads at the grid points while maximal stresses were enhanced at lane 6 and 4 (either of the two middle lanes) of the chosen girder beam at bridge spans and cable elements of the infrastructure. Subsequently, sensors were positioned at the grid points in lane 6 and elements located at both lanes due to the mixed loading events. Blue Eyes Intelligence Engineering & Sciences Publication 2019 Article PeerReviewed text en http://psasir.upm.edu.my/id/eprint/80547/1/SENSOR.pdf Mustapha, Faizal and Mohammed, Mohammed Idris and Sulaeman, Erwin (2019) Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge. International Journal of Recent Technology and Engineering, 7 (6S). pp. 54-60. ISSN 2277-3878 https://www.ijrte.org/wp-content/uploads/papers/v7i6s/F02140376S19.pdf |
| spellingShingle | Mustapha, Faizal Mohammed, Mohammed Idris Sulaeman, Erwin Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge |
| title | Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge |
| title_full | Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge |
| title_fullStr | Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge |
| title_full_unstemmed | Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge |
| title_short | Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge |
| title_sort | adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge |
| url | http://psasir.upm.edu.my/id/eprint/80547/ http://psasir.upm.edu.my/id/eprint/80547/ http://psasir.upm.edu.my/id/eprint/80547/1/SENSOR.pdf |