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| dc.contributor.author | Anam, S.M. Nazrul | |
| dc.contributor.author | Fahim, Abid Md. | |
| dc.date.accessioned | 2022-04-21T05:48:11Z | |
| dc.date.available | 2022-04-21T05:48:11Z | |
| dc.date.issued | 2021-03-30 | |
| dc.identifier.citation | [1] M. L. Chandravanshi and A. K. Mukhopadhyay, “Modal analysis of structural vibration,” ASME Int. Mech. Eng. Congr. Expo. Proc., vol. 14, no. November 2013, 2013, doi: 10.1115/IMECE2013-62533. [2] K. A. Ramsey, “Experimental modal analysis, structural modifications and FEM analysis on a desktop computer,” S V Sound Vib., vol. 17, no. 2, pp. 19–27, 1983. [3] M. Narwariya, A. Choudhury, and A. K. Sharma, “Harmonic analysis of moderately thick symmetric cross-ply laminated composite plate using FEM,” Adv. Comput. Des., vol. 3, no. 2, pp. 113–132, 2018, doi: 10.12989/acd.2018.3.2.113. [4] H. Ning, W. Zhigang, J. Chengyu, and Z. Bing, “Finite element method analysis and control stratagem for machining deformation of thin-walled components,” vol. 139, pp. 332–336, 2003, doi: 10.1016/S0924-0136(03)00550-8. [5] M. Petyt, “Introduction to finite element vibration analysis, second edition,” Introd. to Finite Elem. Vib. Anal. Second Ed., vol. 9780521191, pp. 1–500, 2010, doi: 10.1017/CBO9780511761195. [6] Y. Yu, S. Zhang, H. Li, X. Wang, and Y. Tang, “Modal and Harmonic Response Analysis of Key Components of Ditch Device Based on ANSYS,” Procedia Eng., vol. 174, pp. 956–964, 2017, doi: 10.1016/j.proeng.2017.01.247. [7] A. S. Elliott and M. H. Richardson, “Virtual experimental modal analysis (VEMA),” Proc. Int. Modal Anal. Conf. - IMAC, vol. 2, pp. 884–890, 1998. [8] C. M. Ramesha, K. G. Abhijith, A. Singh, A. Raj, and C. S. Naik, “Modal Analysis and Harmonic Response Analysis of a Crankshaft,” Int. J. Emerg. Technol. Adv. Eng., vol. 5, no. 6, pp. 323–327, 2015. P a g e | 30 [9] B. G. Hearn and R. B. Testa, “M o d a l analysis for damage detection in structures,” vol. 117, no. 10, pp. 3042–3063, 1992. [10] H. Lv and J. Zhao, “The experimental modal analysis of motorcycle structure,” ICEOE 2011 - 2011 Int. Conf. Electron. Optoelectron. Proc., vol. 2, no. Iceoe, pp. 275–278, 2011, doi: 10.1109/ICEOE.2011.6013233. [11] H. Van Der Auweraer, “Structural dynamics modeling using modal analysis: Applications, trends and challenges,” Conf. Rec. - IEEE Instrum. Meas. Technol. Conf., vol. 3, pp. 1502–1509, 2001, doi: 10.1109/imtc.2001.929456. [12] S. Orhan, “Analysis of free and forced vibration of a cracked cantilever beam,” NDT E Int., vol. 40, no. 6, pp. 443–450, 2007, doi: 10.1016/j.ndteint.2007.01.010. [13] W. Tangsopa and J. Thongsri, “Development of an industrial ultrasonic cleaning tank based on harmonic response analysis,” Ultrasonics, vol. 91, no. July 2018, pp. 68–76, 2019, doi: 10.1016/j.ultras.2018.07.013. [14] L. Bertini, P. Neri, C. Santus, and A. Guglielmo, “One exciter per sector test bench for bladed wheels harmonic response analysis,” Proc. ASME Turbo Expo, vol. 7B-2017, no. June, 2017, doi: 10.1115/GT2017-63628. [15] D. Laxalde, F. Thouverez, and J. P. Lombard, “Forced response analysis of integrally bladed disks with friction ring dampers,” J. Vib. Acoust. Trans. ASME, vol. 132, no. 1, pp. 0110131–0110139, 2010, doi: 10.1115/1.4000763. [16] Y. Ishida and T. Inoue, “Detection of a rotor crack using a harmonic excitation and nonlinear vibration analysis,” J. Vib. Acoust. Trans. ASME, vol. 128, no. 6, pp. 741–749, 2006, doi: 10.1115/1.2346693. [17] C. Villa, J. J. Sinou, and F. Thouverez, “Stability and vibration analysis of a complex flexible rotor bearing system,” Commun. Nonlinear Sci. Numer. Simul., vol. 13, no. 4, pp. 804–821, 2008, doi: 10.1016/j.cnsns.2006.06.012. [18] M. A. Al-Shudeifat, E. A. Butcher, and C. R. Stern, “General harmonic balance solution of a cracked rotor-bearing-disk system for harmonic and sub-harmonic analysis: Analytical and experimental approach,” Int. J. Eng. Sci., vol. 48, no. 10, pp. 921–935, 2010, doi: 10.1016/j.ijengsci.2010.05.012. [19] E. Prestini, “Introduction to harmonic analysis,” Appl. Numer. Harmon. Anal., no. 9781489979872, pp. 25–52, 2016, doi: 10.1007/978-1-4899-7989-6_2. | en_US |
| dc.identifier.uri | http://hdl.handle.net/123456789/1382 | |
| dc.description | Supervised by Dr. Md. Zahid Hossain, Professor, Department of Mechanical and Production Engineering(MPE), Islamic University of Technology (IUT) Board Bazar, Gazipur-1704, Bangladesh. | en_US |
| dc.description.abstract | To determine the dynamic characteristics and properties of an object, Modal analysis, and Harmonic response analysis both are quite essential tools. Natural frequency is a significant dynamic parameter as every structure in the world vibrates with a high amount of amplitude at its natural frequency. For improving a structure’s strength, reliability, and durability at its design stage or pre-production stage at variable operating conditions we need to know and determine the modal parameters of an object. Those modal parameters are natural frequency, mode shape, and damping characteristics. By determining those parameters, we will be able to know the actual structural and dynamic properties of an object. In this paper, we work with a two-story and threestory structure by giving different force conditions and boundary conditions. The paper clarifies the dynamic and structural behavior of the two-story and three-story structures by performing Modal analysis and harmonic response analysis with the assist of FEM (Finite Element Method). The analysis is completely based on the simulation process. No experimental analysis has not conducted due to some circumstances. By determining as well as observing the dynamic characteristics of the two stored and three stored structures we have been able to relate and predict the properties of those structure’s behavior during an earthquake consequence. We have been able to find that out by giving a base structure at the downward side of those structures as well as giving some horizontal forces to that base structure. Along with all of these analyses, we have shown a generic comparison among the structures at different operating conditions by giving different kinds of masses at different locations of the structures. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | Department of Mechanical and Production Engineering (MPE),Islamic University of Technology(IUT), Board Bazar, Gazipur, Bangladesh | en_US |
| dc.subject | Dynamic characteristics, Natural frequency,Amplitude,Modal parameters | en_US |
| dc.title | Vibration Analysis of Multi-Story Structures | en_US |
| dc.type | Thesis | en_US |
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