DOI QR코드

DOI QR Code

Frequency domain analysis of concrete arch dams by decoupled modal approach

  • Lotfi, Vahid (Civil Engineering Department, Amirkabir University)
  • 투고 : 2004.08.14
  • 심사 : 2005.08.11
  • 발행 : 2005.11.10

초록

A modal approach is proposed for dynamic analysis of concrete arch dam-reservoir systems in frequency domain. The technique relies on mode shapes extracted by considering the symmetric parts of total mass and stiffness matrices. Based on this method, a previously developed program is modified, and the response of Morrow Point arch dam is studied for various conditions. The method is proved to be very effective and it is an extremely convenient modal technique for dynamic analysis of concrete arch dams.

키워드

참고문헌

  1. Fellipa, C.A. (1988), 'Symmetrization of coupled eigenproblems by eigenvector augmentation', Commun. Appl. Num. Meth., 4,561-563. https://doi.org/10.1002/cnm.1630040414
  2. Fenves, G and Chopra, A.K. (1984), 'Earthquake analysis and response of concrete gravity dams', Report No. UCB/EERC-84/10, University of California, Berkeley, CA
  3. Fok, K.-L. and Chopra, A.K. (1986), 'Frequency response functions for arch dams: Hydrodynamic and foundation flexibility effects', Earthq. Eng. Struct. Dyn., 14, 769-795 https://doi.org/10.1002/eqe.4290140507
  4. Hall, J.F. and Chopra, A.K. (1983), 'Dynamic analysis of arch dams including hydrodynamic effects', J. Eng. Mech. Div., ASCE, 109(1), 149-163 https://doi.org/10.1061/(ASCE)0733-9399(1983)109:1(149)
  5. Lotfi, V. (2001), 'MAP-76: A program for analysis of concrete dams', Amirkabir University of Technology, Tehran, Iran
  6. Lotfi, V. (2002), 'Seismic analysis of concrete dams using the pseudo-symmetric technique', J. Dam Eng., XIII(2)
  7. Lotfi, V. (2005), 'Significance of rigorous fluid-foundation interaction in dynamic analysis of concrete gravity dams', Struct. Eng. Mech., 21(2), 137-150 https://doi.org/10.12989/sem.2005.21.2.137
  8. Lotfi, V. (2004), 'Direct frequency domain analysis of concrete arch dams based on FE-(FE-HE)-BE technique', Computers and Concrete, 1(3),285-302 https://doi.org/10.12989/cac.2004.1.3.285
  9. Ohayon, R. (1979), 'Symmetric variational formulations for harmonic vibration problems coupling primal and dual variables - applications to fluid-structure coupled systems', La Rechereche Aerospatiale, 3, 69-77
  10. Tan, H. and Chopra, A.K. (1995), 'Dam-foundation rock interaction effects in frequency-response functions of arch dams', Earthq. Eng. Struct. Dyn., 24, 1475-1489 https://doi.org/10.1002/eqe.4290241105
  11. Zienkiewicz, O.C and Taylor, R.L. (2000), The Finite Element Method, 5th Edition, Butterworth-Heinemann, Oxford, UK

피인용 문헌

  1. Direct frequency domain analysis of concrete arch dams based on FE-BE procedure vol.26, pp.4, 2007, https://doi.org/10.12989/sem.2007.26.4.363
  2. Construction stages analyses using time dependent material properties of concrete arch dams vol.14, pp.5, 2014, https://doi.org/10.12989/cac.2014.14.5.599
  3. Dynamic analysis of concrete arch dams by ideal-coupled modal approach vol.32, pp.5, 2010, https://doi.org/10.1016/j.engstruct.2010.01.016
  4. An Effective Procedure for Seismic Analysis of Arch Dams including Dam-Reservoir-Foundation Interaction Effects vol.15, pp.7, 2011, https://doi.org/10.1080/13632469.2010.551703
  5. Dynamic analysis of structures in frequency domain by a new set of Ritz vectors vol.39, pp.5, 2005, https://doi.org/10.12989/sem.2011.39.5.703
  6. A Literature Review on Dynamic Analysis of Concrete Gravity and Arch Dams vol.28, pp.7, 2021, https://doi.org/10.1007/s11831-021-09564-z