Skip to main content
Log in

Condensed hyperelements method of non-vertical consistent boundaries for wave propagation analysis in irregular media

  • Technical Papers
  • Published:
Earthquake Engineering and Engineering Vibration Aims and scope Submit manuscript

Abstract

The study of wave propagation in finite/infinite media has many applications in geotechnical and structural earthquake engineering and has been a focus of research for the past few decades. This paper presents an analysis of 2D antiplane problems (Love waves) and 2D in-plane problems (Rayleigh waves) in the frequency domain in media consisting of a near-field irregular and a far-field regular part. The near field part may contain structures and its boundaries with the far-field can be of any shape. In this study, the irregular boundaries of the near-field are treated as consistent boundaries, extending the concept of Lysmer’s vertical consistent boundaries. The presented technique is called the Condensed Hyperelements Method (CHM). In this method, the irregular boundary is limited to a vertical boundary at each end that is a consistent boundary at the far-field side. Between the two ends, the medium is discretized with hyperelements. Using static condensation, the stiffness matrix of the far-field is derived for the nodes on the irregular boundary. Examples of the application of the CHM illustrate its excellent accuracy and efficiency.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Aki K and Larner KL (1970), “Surface Motion of a Layered Medium Having an Irregular Interface due to Incident Plane SH Waves,” Journal of Geophysics, 75: 933–954.

    Article  Google Scholar 

  • Bouchon M and Compillo M (1989), “Boundary Integral Equation Discrete Wave Number Response Method to Study Wave Propagation in Multi-layered Media Having Irregular Interfaces,” Geophysics, 54: 1134–1140.

    Article  Google Scholar 

  • Bouchon MA (1985), “A Simple Complete Numerical Solution to the Problem of Diffraction of SH Waves by an Irregular Surface,” Journal of Acoustic Society of America, 177: 1–5.

    Article  Google Scholar 

  • Dorafshan S (2011), Developing Condensed Hyperelements Method (CHM) for Calculation of Green’s Functions in Irregular Media, Department of Civil Engineering, Isfahan University of Technology, Esfahan, Iran.

    Google Scholar 

  • Hadley P (1991), Explicit Integration of Boundary Integral Equation in Frequency Domain for Wave Scattering Problems, Recent Applications in Computational Mechanics: New Orleans.

    Google Scholar 

  • Ikeda Junior I (2008), Analysis of Wave Motion in Irregular Layered Media Using a Finite Element Perturbation Method, Faculty of Graduate School of The University of Texas at Austin, Doctor of Philosophy Dissertation, Texas.

    Google Scholar 

  • Kausel E (1974), “Forced Vibrations of Circular Foundations in Layered Media,” MIT Research Report 70-3, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge. M.A.

    Google Scholar 

  • Kausel E (1994), “Thin Layer Method Formulation in Time Domain,” International Journal of Numerical Methods in Engineering,37: 927–941.

    Article  Google Scholar 

  • Kausel E and Roesset JM (1977), “Semi-analytic Hyperelement for Layered Strata,” Journal of Engineering Mechanics Division, EM, 4: 569–688.

    Google Scholar 

  • Kawase H (1988), “Time Domain Response of Semicircular Canyons for Incident SV, P and Rayleigh Waves Calculated by the Discrete Wave-number Boundary Elements Method,” BSSA, 78: 1415–1437.

    Google Scholar 

  • Khamesipour A (2006), Analyzing Love Wave Propagation in Infinite Medium with Arbitrary Lateral Boundaries by Thin Layer Method, Faculty of Civil Engineering of Isfahan University of Technology, Esfahan, Iran.

    Google Scholar 

  • Lee VW and Wu X (1994), “Application of Weighted Residual Method to Diffraction by 2D Canyons for Arbitrary Shape II: Incident of P, SV and Rayleigh Waves,” Soil Dynamics and Earthquake Engineering, 13: 365–375.

    Article  Google Scholar 

  • Lysmer J (1970), “Lumped Mass Method for Rayleigh Waves,” BSSA, 60: 89–104.

    Google Scholar 

  • Lysmer J and Drake LA (1972), A Finite Element Method for Seismology, Dept. of Civil Engineering University of California, Berkley, California.

    Google Scholar 

  • Lysmer J and Kuhlemeyer RL (1969), “Finite Dynamic Model for Infinite Media,” Journal of Engineering Mechanics Division, EM, 4: 859–877.

    Google Scholar 

  • Moeen-Vaziri N and Trifunac MD (1988), “Scattering and Diffraction of Plane P and SV Waves by Two Dimensional Inhomogeneities, Part II,” Soil Dynamic and Earthquake Engineering, 7: 189–200.

    Article  Google Scholar 

  • Nagano M and Motosaka M (1995), “Response Analysis of 2-D Structure Subjected to Obliquely Incident Wave with Arbitrary Horizontal Angles,” Journal of Structural and construction engineering, Transactions of AIJ, 476: 67–76.

    Google Scholar 

  • Nagano M and Motosaka M (1996), “Dynamic Soil Structure Interaction Analysis of a Structure Embedded in an Irregularly Layered Soil Using Axi-symmetric Hyperelements,” Journal of structural and construction Engineering, Transactions of AIJ, 490: 81–90.

    Google Scholar 

  • Nikolos IK and Delis AI (2009), “An Unstructured Node-centered Finite Volume Scheme for Shallow Water Flows with Wet/dry Fronts over Complex Topography,” Computer Methods in Applied Mechanics and Engineering, 198: 3723–3750.

    Article  Google Scholar 

  • Park SH and Tassoulas JL (2002), “Time-harmonic Analysis of Wave Propagation in Unbounded Strata with Zigzag Boundary,” Journal of Engineering Mechanics, 128: 359–368.

    Article  Google Scholar 

  • Piron R, Ballereau P and Canud B (2009), “Shock Propagation along a Two-layer Interface in Confined Geometry,” European Journal of Mechanics-B/Fluids, 28: 613–618.

    Article  Google Scholar 

  • Reisono E, Wrobel LC and Power H (1997), “Three Dimensional Scattering Seismic Waves from Topographical Structures,” Soil Dynamics and Earthquake Engineering, 16: 44–61.

    Google Scholar 

  • Sanchez Sesma FJ (1983), “Diffraction of Elastic Waves by Three-dimensional Surface Irregularities,” BSSA, 73: 1621–1636.

    Google Scholar 

  • Sanchez Sesma FJ and Esquivel JA (1979), “Ground Motion on Alluvial Valleys under Incident Plane SH Wave,” BSSA, 69: 1107–1120.

    Article  Google Scholar 

  • Sanchez Sesma FJ, Pérez-Rocha LE and Chávez-Pérez S (1985), “Diffraction of Elastic Waves by Three-Dimensional Surface Irregularities: Part II,” BSSA, 79: 101–112.

    Google Scholar 

  • Santos P and Tadeu A (2004), “Scattering of Seismic Waves Generated by an Irregular Seabed,” Computers and Structures, 82: 1791–1804.

    Google Scholar 

  • Tadeue AJB, Kausel E and Vrettos Ch (1996), “Scattering of Wave by Subterranean Structures via Boundary Element Method,” Soil Dynamics and Earthquake Engineering, 15: 387–397.

    Article  Google Scholar 

  • Vai R, Castillo-Covarrubias JM, Sánchez Sesmaa FJ, Komatitschc D and Vilotte JP (1999), “Elastic Wave Propagation in an Irregularly Layered Medium,” Soil Dynamics and Earthquake Engineering, 18: 11–18.

    Article  Google Scholar 

  • Wang Ch (2010), “Direct and Inverse Solutions with Non-fourier Effect on the Irregular Shape,” International Journal of Heat and Mass Transfer, 53: 2685–2693.

    Article  Google Scholar 

  • Wong HL (1982), “Effect of Surface Topography on the Diffraction of P, SV, and Rayleigh Waves,” BSSA, 72: 1167–1183.

    Article  Google Scholar 

  • Young DL and Fan CM (2009), “The Time Marching Method of Fundamental Solutions for Wave Equations,” Engineering Analysis with Boundary Element, 33: 1411–1425.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to F. Behnamfar.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Dorafshan, S., Behnamfar, F., Khamesipour, A. et al. Condensed hyperelements method of non-vertical consistent boundaries for wave propagation analysis in irregular media. Earthq. Eng. Eng. Vib. 12, 547–559 (2013). https://doi.org/10.1007/s11803-013-0196-7

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11803-013-0196-7

Keywords

Navigation