Abstract
The transient nature of forces produced in the system requires vibration analysis to determine their behavior patterns accurately. Modal analysis represents the dynamic response of the bridge structure via modal descriptive terms: natural frequencies, mode shapes, and damping ratios. Accurate measurement of these dynamic characteristics for structures allows for better evaluation of structural stability and structural health monitoring of such systems. It is time-saving as well as useful to use force vibration analysis to approximate modal parameters. Natural frequencies are derived from the observations of force vibration analysis techniques. Modified power spectral analysis and cross-power spectral analysis are carried out to identify the structure’s resonant frequency. From the experimental analysis, the range of resonant frequencies observed is 0.9766–4.8828 Hz in longitudinal direction, 1.9531–4.88828 Hz in transverse direction, and 2.9297–4.8828 Hz in vertical direction. Accurate modal parameters estimation of the structures allows better evaluations of structural stability and structural health monitoring.
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References
Chan, M., Poon, W.K., Leung, Y.W., Sai ho Chan, D., Premaud, V., Rialland, Y.: Challenges in Hong Kong–Zhuhai–Macao Bridge (Hzmb) Hong Kong Link Road Project. In: IABSE Symposium Report; International Association for Bridge and Structural Engineering: Zurich, Switzerland, pp 797–804 (2016)
Chen, Z.-S., Zhang, C., Wang, X., Ma, C.-M.: Wind tunnel measurements for flutter of a long-after body bridge deck. Sensors 17, 335 (2017)
Sharma, R.C., Tateishi, R., Hara, K., Nguyen, H.T., Gharechelou, S., Nguyen, L.V.: Earthquake damage visualization (EDV) technique for the rapid detection of earthquake induced damages using SAR data. Sensors 17(2), 235 (2017)
Wardhana, K., Hadipriono, F.C.: Analysis of recent bridge failures in the United States. J. Perform. Constructed Facil. 17(3) (2003)
Chen, Z., Zhou, X., Wang, X., Dong, L., Qian, Y.: Deployment of a smart structural health monitoring system for long-span arch bridges: a review and a case study. Sensors 17(9), 2151 (2017)
Yi, T.-H., Li, H.-N., Gu, M.: Recent research and applications of GPS-based monitoring technology for high-rise structures. Struct. Control. Health Monit. 20(5), 649–670 (2013)
Wang, H., Li, A.Q., Hu, R.M.: Comparison of ambient vibration response of the Runyang suspension bridge under skew winds with time-domain numerical predictions. J. Bridg. Eng. 16(4), 513–526 (2011)
Yi, T.-H., Li, H.-N., Gu, M.: Experimental assessment of high-rate GPS receivers for deformation monitoring of bridge. Measurement 46(1), 420–432 (2013)
Wang, H., Li, A., Hu, R., Li, J.: Accurate stress analysis on steel box girder of long span suspension bridges based on multi-scale sub modeling method. Adv. Struct. Eng. 13(4), 727–740 (2010)
Zhou, Y., Sun, L.: Effects of high winds on a long-span sea crossing bridge based on structural health monitoring. J. Wind Eng. Ind. Aerodyn. 174, 260–268 (2018)
Ewins, D.J.: Modal Testing: Theory, Practice and Application, 2nd edn. Research Studies Press Ltd. (2000)
Liu, W., Wu, X., Zhang, L., Wang, Y., Teng, J.: Sensitivity analysis of structural health risk in operational tunnels. Autom. Constr. 94, 135–153 (2018)
Trauth, M.H.: MATLAB Recipes for Earth Sciences, 2nd edn. Springer (2007)
De La Torre, R.D., Pasobillo, G.A.E., Rebueno, M.F., Donnabel, P.: Vibration based structural health monitoring system for bridges using ADXL345 accelerometer with MATLAB standalone application. In: 2020 IEEE 12th International Conference on Humanoid, Nanotechnology, Information Technology, Communication and Control, Environment, and Management (HNICEM) (2020)
Acknowledgements
The authors thank the Director, CSIR-Central Mechanical Engineering Research Institute (CMERI), Durgapur, for providing necessary infrastructure and support. Authors thank to the Department of Science and Technology (DST), New Delhi, for funding the research grant in the field of structural health monitoring project.
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Dey, S., Shome, S.K., Mistry, K.K. (2022). Field Investigation of Fundamental Frequency of Structures Using Frequency Domain Vibration Analysis. In: Reddy, A.N.R., Marla, D., Favorskaya, M.N., Satapathy, S.C. (eds) Intelligent Manufacturing and Energy Sustainability. Smart Innovation, Systems and Technologies, vol 265. Springer, Singapore. https://doi.org/10.1007/978-981-16-6482-3_50
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DOI: https://doi.org/10.1007/978-981-16-6482-3_50
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