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Method Assessment of Bridge Conditions Using Vibration Mode Patterns

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Part of the Lecture Notes in Civil Engineering book series (LNCE,volume 215)

Abstract

The current bridge structure maintenance method is done by visual observation only, this often has limitations and the results obtained are less accurate. This research was conducted to obtain a vibratory mode data base which will be used as a basis for compiling the failure patterns of the bridge structure. Vibration mode measurements are carried out on the prototype and the bridge model using an accelerometer sensor mounted on the bridge structure. Accelerometer installed at several points to get variations in the vibrate mode. Dynamic load frequency variations are given to get vibrational mode variations. The results of the vibration mode measurement analysis show the similarity between the prototype and the model, so that the bridge model can be used to study structural failure patterns.

Keywords

  • Dynamic characteristics
  • Prototype model
  • Scale model
  • Vibrate mode
  • Experimental analysis

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  • DOI: 10.1007/978-981-16-7924-7_51
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References

  1. Farrar CR, Worden K (2007) An introduction to structural health monitoring. J Eng 365:303–315. https://doi.org/10.1098/rsta.2006.1928

    CrossRef  Google Scholar 

  2. Harris C, Piersoll A (2002) Harris shock and vibration handbook, 5th edn. McGraw-Hill, New York

    Google Scholar 

  3. Faisal YT (2017) Analisis Frekuensi Respon Getaran Model Struktur Jembatan Dengan Prototype Exciter Statik. Tugas Akhir. Diponegoro University, pp 19–21

    Google Scholar 

  4. Harry GH, Gajanan MS (1999) Structural modeling and experimental techniques. CRC Press

    Google Scholar 

  5. Wei-Xin R, Xue-Lin P, You-Qin L (2005) Experimental and analytical studies on dynamic characteristics of a large span cable-stayed bridge. J Eng Struct 27:535–548

    Google Scholar 

  6. Seno AP, Gede AA, Adi TN, Abikarami A, Pratama B, Wijayanto, Bambang RT, Muhammad R (2018). Sistem Penilaian Kondisi Jembatan Menggunakan Respons Dinamik dengan Wireless Sensor Network. J Civ Eng Environ 3:338–343

    Google Scholar 

  7. Cristian CC, Nicolae T, Gheorghita B, Maria CS (2017) Structural health monitoring system of bridges. J Civ Eng 199:2054–2059

    Google Scholar 

  8. Cristiano B, Lawrence AB, Daniel K (2004) Experimental investigation of a small-scale bridge model under a moving mass. J Civ Eng. 130:799–804. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:5(799)

    CrossRef  Google Scholar 

  9. Mikasa tamping rammer manual operation book (2001)

    Google Scholar 

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Sukamta, Billahi, B.A., Widyanto, S.A., Lie, H.A. (2022). Method Assessment of Bridge Conditions Using Vibration Mode Patterns. In: Belayutham, S., Che Ibrahim, C.K.I., Alisibramulisi, A., Mansor, H., Billah, M. (eds) Proceedings of the 5th International Conference on Sustainable Civil Engineering Structures and Construction Materials. Lecture Notes in Civil Engineering, vol 215. Springer, Singapore. https://doi.org/10.1007/978-981-16-7924-7_51

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  • DOI: https://doi.org/10.1007/978-981-16-7924-7_51

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-16-7923-0

  • Online ISBN: 978-981-16-7924-7

  • eBook Packages: EngineeringEngineering (R0)