Earthquakes and Structures

  • 제3권3_4호
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  • Pages.271-295
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  • 2012
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Dynamic analysis of a cable-stayed bridge using continuous formulation of 1-D linear member

  • Yu, Chih-Peng (Department of Construction Engineering, Chaoyang University of Technology) ;
  • Cheng, Chia-Chi (Department of Construction Engineering, Chaoyang University of Technology)
  • 투고 : 2011.12.06
  • 심사 : 2012.02.10
  • 발행 : 2012.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents the solution scheme of using the continuous formulation of 1-D linear member for the dynamic analysis of structures consisting of axially loaded members. The context describes specific applications of such scheme to the verification of experimental data obtained from field test of bridges carried out by a microwave interferometer system and velocimeters. Attention is focused on analysis outlines that may be applicable to in-situ assessment for cable-stayed bridges. The derivation of the dynamic stiffness matrix of a prismatic member with distributed properties is briefly reviewed. A back calculation formula using frequencies of two arbitrary modes of vibration is next proposed to compute the tension force in cables. Derivation of the proposed formula is based on the formulation of an axially loaded flexural member. The applications of the formulation and the proposed formula are illustrated with a series of realistic examples.

키워드

참고문헌

  1. Ali, M.R. and Okabayashi, T. (2011), "System identification of highway bridges from ambient vibration using subspace stochastic realization theories", Earthq. Struct., 2(2), 189-206. https://doi.org/10.12989/eas.2011.2.2.189
  2. Banerjee, J.R. and William, F.W. (1994), "An exact dynamic stiffness matrix for coupled extentional-torsional vibration of structural members", Comput. Struct., 50(2), 161-166. https://doi.org/10.1016/0045-7949(94)90292-5
  3. Banerjee, J.R. and William, F.W. (1994), "Coupled bending-torsional dynamic stiffness matrix for an axially loaded Timoshenko beam elements", Int. J. Solids Struct., 31, 749-762. https://doi.org/10.1016/0020-7683(94)90075-2
  4. Bhagwat, M., Sasmal, S., Novak, B. and Upadhyay, A. (2011), "Investigations on seismic response of two span cable-stayed bridges", Earthq. Struct., 2(4), 337-356. https://doi.org/10.12989/eas.2011.2.4.337
  5. Cheng, C.C., Hsu, K.T. and Yu, C.P. (2010), "Evaluation of the dynamic characteristics of an extradosed bridge using Microwave Interferometer", Proceedings of 2nd Symposium on Life-Cycle Civil Engineering (IALCCE2010), Taiwan.
  6. Cheng, C.C., Yu, C.P., Hsu, K.T. and Wang, C.Y. (2010), "Evaluation of the integrity of a simply supported bridge using Microwave Interferometer", Proceedings of 4th Asian Concrete Federation International Conference (ACF2010), Taipei, Taiwan.
  7. Dai, W., Yu, C.P. and Roesset, J.M. (2007), "Dynamic stiffness matrices for analyses in the frequency domain", Comput. Aided Civil Infrastruct. E., 22(4), 265-281. https://doi.org/10.1111/j.1467-8667.2007.00484.x
  8. Dai, W. (2005), Evaluation of base isolation and soil structure interaction effects on seismic response of bridge, Ph.D. dissertation, Texas A&M University, College Station.
  9. Doyle, J.F. (1997), Wave propagation in structures - spectral analysis using Fast Discrete Fourier Transform, Springer-Verlay.
  10. Latona, R.W. (1969), Analysis of building frames for natural frequencies and natural mode shapes, Inter American Program, Civil Engineering Department, MIT.
  11. Papaleontiou, C.G. (1992), Dynamic analysis of building structures under combined horizontal and vertical vibrations, Doctoral Dissertation, University of Texas at Austin.
  12. Wenzel, H. and Pichler, D. (2005), Ambient vibration monitoring, John Wiley & Sons, London, 193-198.
  13. Yu, C.P. (1996), Effect of vertical earthquake components on bridge responses, Doctoral Dissertation, University of Texas at Austin.
  14. Yu, C.P. (1992), Application of the hybrid-frequency-time-domain method to morison's equation, Master Thesis, University of Texas at Austin.
  15. Yu, C.P. and Roesset, J.M. (2001), "Dynamic stiffness matrices for linear members with distributed mass", Tamkang J. Sci. Eng., 4(4), 253-264.
  16. Yu, C.P., Cheng, C.C. and Chiang, C.H. (2011), "Alternative determination of cable forces using flexural theory of axially loaded member", Proceedings of Smart Structures and Materials & Nondestructive Evaluation and Health Monitoring : Nondestructive Characterization for Composite Materials, Aerospace Engineering, Civil Infrastructure, and Homeland Security 2011 (SPIE), San Diego, CA.

피인용 문헌

  1. Tension determination of stay cable or external tendon with complicated constraints using multiple vibration measurements vol.86, 2016, https://doi.org/10.1016/j.measurement.2016.02.053
  2. Tension prediction for straight cables based on effective vibration length with a two-frequency approach vol.222, pp.None, 2012, https://doi.org/10.1016/j.engstruct.2020.111121