DOI QR코드

DOI QR Code

An efficient three-dimensional fluid hyper-element for dynamic analysis of concrete arch dams

  • Lotfi, Vahid (Civil Engineering Department, Amirkabir University of Technology)
  • 투고 : 2005.08.25
  • 심사 : 2006.07.14
  • 발행 : 2006.12.20

초록

The accurate dynamic analysis of concrete arch dams relies heavily on employing a three-dimensional semi-infinite fluid element. The usual method for calculating the impedance matrix of this fluid hyper-element is dependent on the solution of a complex eigen-value problem for each frequency. In the present study, an efficient procedure is proposed which simplifies this procedure amazingly, and results in great computational time saving. Moreover, the accuracy of this technique is examined thoroughly and it is concluded that efficient procedure is incredibly accurate under all practical conditions.

키워드

참고문헌

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  8. Lotfi, V. (2004), 'Direct frequency domain analysis of concrete arch dams based on FE-(FE-HE)-BE technique', Computers & Concrete, 1(3),285-302 https://doi.org/10.12989/cac.2004.1.3.285
  9. Maeso, O., Aznarez, J.J. and Dominguez, J. (2002), 'Effects of space distribution of excitation on seismic response of arch dams', J Eng. Mech. Div., ASCE, 128(7), 759-768 https://doi.org/10.1061/(ASCE)0733-9399(2002)128:7(759)
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피인용 문헌

  1. Dynamic Analysis of Concrete Gravity Dams Utilizing Two-Dimensional Modified Efficient Fluid Hyper-Element vol.14, pp.6, 2011, https://doi.org/10.1260/1369-4332.14.6.1093
  2. 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
  3. Linear dynamic analysis of arch dams utilizing modified efficient fluid hyper-element vol.29, pp.10, 2007, https://doi.org/10.1016/j.engstruct.2007.01.005
  4. Investigation of water length effects on the modal behavior of a prototype arch dam using operational and analytical modal analyses vol.37, pp.6, 2006, https://doi.org/10.12989/sem.2011.37.6.593
  5. Three dimensional seismic deformation-shear strain-swelling performance of America-California Oroville Earth-Fill Dam vol.24, pp.5, 2021, https://doi.org/10.12989/gae.2021.24.5.443