354
Views
5
CrossRef citations to date
0
Altmetric
Original Articles

Seismic Soil–Structure Interaction Analysis of Concrete Gravity Dam Using Perfectly Matched Discrete Layers with Analytical Wavelengths

, , &
Pages 1657-1678 | Received 21 Aug 2018, Accepted 11 Mar 2019, Published online: 05 Apr 2019

References

  • ABAQUS, V. [2014] 6.14 Documentation. Dassault Systemes Simulia Corporation, Providence, RI.
  • Amirsardari, A., Goldsworthy, H. M. and Lumantarna, E. [2017] “Seismic site response analysis leading to revised design response spectra for Australia,” Journal of Earthquake Engineering 21(6), 861–890. doi:10.1080/13632469.2016.1210058.
  • Berenger, J.-P. [1994] “A perfectly matched layer for the absorption of electromagnetic waves,” Journal of Computational Physics 114(2), 185–200. doi:10.1006/jcph.1994.1159.
  • Chopra, A. K. [2007] Dynamics of Structures: Theory and Applications to Earthquake Engineering, Pearson/Prentice Hall, Upper Saddle River, NJ.
  • Chuhan, Z., Jianwen, P. and Jinting, W. [2009] “Influence of seismic input mechanisms and radiation damping on arch dam response,” Soil Dynamics and Earthquake Engineering 29(9), 1282–1293. doi:10.1016/j.soildyn.2009.03.003.
  • Fenves, G. L. and Chopra, A. K. [1986] Simplified Analysis for Earthquake Resistant Design of Concrete Gravity Dams, University of California, Earthquake Engineering Research Center, Berkeley, CA.
  • Guddati, M. N. and Lim, K. W. [2006] “Continued fraction absorbing boundary conditions for convex polygonal domains,” International Journal for Numerical Methods in Engineering 66(6), 949–977. doi:10.1002/nme.1574.
  • Guddati, M. N. and Tassoulas, J. L. [2000] “Continued-fraction absorbing boundary conditions for the wave equation,” Journal of Computational Acoustics 8(01), 139–156. doi:10.1142/S0218396X00000091.
  • Hall, J. F. [2006] “Problems encountered from the use (or misuse) of Rayleigh damping,” Earthquake Engineering & Structural Dynamics 35(5), 525–545. doi:10.1002/eqe.541.
  • Hall, W. S. and Oliveto, G. [2003] Boundary Element Methods for Soil-Structure Interaction, Kluwer Academic Publisher, Dordrecht.
  • Hashash, Y., Musgrove, M., Harmon, J., Groholski, D., Phillips, C. and Park, D. [2015] “DEEPSOIL 6.1, user manual,” Board of Trustees of University of Illinois at Urbana-Champaign, Urbana.
  • Hunt, R. E. [2005] Geotechnical Engineering Investigation Handbook, CRC Press, New York, NY.
  • Kim, D. K. and Yun, C. B. [2000] “Time domain soil–structure interaction analysis in two dimensional medium based on analytical frequency dependent infinite elements,” International Journal for Numerical Methods in Engineering 47(7), 1241–1261. doi:10.1002/(SICI)1097-0207(20000310)47:7<1241::AID-NME807>3.0.CO;2-9.
  • Kim, D. K. and Yun, C. B. [2003] “Earthquake response analysis in the time domain for 2D soil–structure systems using analytical frequency dependent infinite elements,” International Journal for Numerical Methods in Engineering 58(12), 1837–1855. doi:10.1002/nme.838.
  • Løkke, A. and Chopra, A. K. [2017] “Direct finite element method for nonlinear analysis of semi unbounded dam–water–foundation rock systems,” Earthquake Engineering & Structural Dynamics 46(8), 1267–1285. doi:10.1002/eqe.2855.
  • Lysmer, J. and Kuhlemeyer, R. L. [1969] “Finite dynamic model for infinite media,” Journal of the Engineering Mechanics Division 95(4), 859–878.
  • Mandal, A. and Maity, D. [2016] “Finite element analysis of dam-foundation coupled system considering cone-type local non-reflecting boundary condition,” Journal of Earthquake Engineering 20(3), 428–446. doi:10.1080/13632469.2015.1085464.
  • Mandal, K. K. and Maity, D. [2018] “Transient response of concrete gravity dam considering dam-reservoir-foundation interaction,” Journal of Earthquake Engineering 22(2), 211–233. doi:10.1080/13632469.2016.1217804.
  • Mays, J. and Roehm, L. [1991] “Hydrodynamic pressure in a dam-reservoir system,” Computers & Structures 40(2), 281–291. doi:10.1016/0045-7949(91)90354-O.
  • Nguyen, D. V. and Kim, D. K. [2018] “Perfectly matched discrete layers with analytical wavelengths for soil–structure interaction analysis,” International Journal of Structural Stability and Dynamics 1850103. doi:10.1142/S0219455418501031.
  • Ordonez, G. A. [2000]. SHAKE2000: A Computer Program for the 1D Analysis of Geotechnical Earthquake Engineering Problems, Geomotions, LLC, Washington, DC.
  • Ostadan, F., Chen, C. and Lysmer, J. [2000] “SASSI2000—a system for analysis of soil–structure interaction,” University of California, Berkeley, CA, USA.
  • Pan, J., Xu, Y. and Jin, F. [2015] “Seismic performance assessment of arch dams using incremental nonlinear dynamic analysis,” European Journal of Environmental and Civil Engineering 19(3), 305–326. doi:10.1080/19648189.2014.960950.
  • Pan, J., Xu, Y., Jin, F. and Zhang, C. [2014] “A unified approach for long-term behavior and seismic response of AAR-affected concrete dams,” Soil Dynamics and Earthquake Engineering 63, 193–202. doi:10.1016/j.soildyn.2014.03.018.
  • Pan, J., Zhang, C., Wang, J. and Xu, Y. [2009] “Seismic damage-cracking analysis of arch dams using different earthquake input mechanisms,” Science in China Series E: Technological Sciences 52(2), 518–529. doi:10.1007/s11431-008-0303-6.
  • Rathje, E. and Kottke, A. [2011] “Relative differences between equivalent linear and nonlinear site response methods.” Proc., 5th International conference on earthquake geotechnical engineering, Santiago, Chile.
  • Rowe, R. K. [2001] Geotechnical and Geoenvironmental Engineering Handbook, Kluwer Academic Publishers, Dordrecht, The Netherlands.
  • Savadatti, S. and Guddati, M. N. [2010] “A finite element alternative to infinite elements,” Computer Methods in Applied Mechanics and Engineering 199(33), 2204–2223. doi:10.1016/j.cma.2010.03.018.
  • Surjadinata, J., Hull, T., Carter, J. and Poulos, H. [2006] “Combined finite-and boundary-element analysis of the effects of tunneling on single piles,” International Journal of Geomechanics 6(5), 374–377. doi:10.1061/(ASCE)1532-3641(2006)6:5(374).
  • Thirunavukkarasu, S. and Guddati, M. N. [2011] “Absorbing boundary conditions for time harmonic wave propagation in discretized domains,” Computer Methods in Applied Mechanics and Engineering 200(33), 2483–2497. doi:10.1016/j.cma.2011.04.021.
  • Usuki, S. [1977] “The application of a variational finite element method to problems in fluid dynamics,” International Journal for Numerical Methods in Engineering 11(3), 563–577. doi:10.1002/(ISSN)1097-0207.
  • Von Estorff, O. [1991] “Dynamic response of elastic blocks by time domain BEM and FEM,” Computers & Structures 38(3), 289–300. doi:10.1016/0045-7949(91)90107-W.
  • Westergaard, H. M. [1933] “Water pressures on dams during earthquakes,” Transmission ASCE 95, 418–433.
  • Wilson, E. L. and Khalvati, M. [1983] “Finite elements for the dynamic analysis of fluid‐solid systems,” International Journal for Numerical Methods in Engineering 19(11), 1657–1668. doi:10.1002/(ISSN)1097-0207.
  • Wolf, J. [1985] Dynamic Soil-Structure Interaction, Prentice Hall, Inc., Englewood Cliffs, NJ.
  • Wolf, J. P. and Deeks, A. J. [2004] Foundation Vibration Analysis: A Strength of Materials Approach, Elsevier, Oxford.
  • Yun, C., Chang, S., Seo, C. and Kim, J. [2007] “Dynamic infinite elements for soil-structure interaction analysis in a layered soil medium,” International Journal of Structural Stability and Dynamics 7(04), 693–713. doi:10.1142/S0219455407002496.
  • Zhang, C., Wang, G. and Zhao, C. [1988] “Seismic wave propagation effects on arch dam response.” Proc., 9th World Conference on Earthquake Enginnering, 367–372.
  • Zienkiewicz, O. C, Bicanic, N. and Shen, F. Q. [1989] “Earthquake input definition and the trasmitting boundary conditions,” in Advances in Computational Nonlinear Mechanics, (Springer, Vienna), pp. 109–138.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.