NEHRP Clearinghouse

Title
Silent Boundary Methods for Transient Wave Analysis.
File
PB82201831.pdf
Author(s)
Cohen, M.
Source
National Science Foundation, Washington, DC., January 1981, 216 p.
Identifying Number(s)
EERL-80-09
Abstract
A dynamic model is developed that is designed to absorb infinitely radiating waves in a finite, computational grid. The analysis studies the problem of soil-structure interaction, where energy propagates outward, from a region near a structure, toward the boundaries. The proposed method, the extended-paraxial boundary, is derived from one-directional wave theories. The extended-paraxial boundary is compared, both analytically and numerically, with two other transmitting boundaries, the standard viscous and unified viscous methods. Analytical results indicate that the extended-paraxial boundary enjoys a distinct advantage in cancelling wave reflections. Numerical tests reveal a small superiority over the viscous approaches. The relationship between the silent boundaries and Rayleigh waves, spherically symmetric and axially symmetric waves, nonlinear waves, anisotropic media, and numerical stability are discussed.
Keywords
Seismic waves; Mathematical models; Computer applications; Finite element analysis; Earthquake engineering; Wave propagation; Rayleigh waves; Theses; Soil structure interactions; Boundaries; Earthquakes