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Abstract

The pioneering work of Cruse (1969) laid the foundation for the use of fundamental solutions in elastodynamic problems in R3 and related boundary integral equation method. The techniques developed through the boundary element research using the direct time stepping approach or the integral transform approach advanced the theory of elastic waves in solids, their timedependent behavior, and applications, especially in the area of soil-structure interaction and earthquake engineering.

Keywords

Fundamental Solution Boundary Integral Equation Shadow Zone Elastodynamic Problem Embed Foundation 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Birkhäuser Boston 1996

Authors and Affiliations

  • Prem K. Kythe
    • 1
  1. 1.Department of MathematicsUniversity of New OrleansNew OrleansUSA

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