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Time domain Boundary Element Method approaches in elastodynamics: A comparative study

Authors
Journal
Computers & Structures
0045-7949
Publisher
Elsevier
Publication Date
Volume
24
Issue
4
Identifiers
DOI: 10.1016/0045-7949(86)90191-4

Abstract

Abstract Boundary Element Method formulations of elastodynamic problems under plane strain/plane stress conditions are presented. The formulations are performed in the time domain allowing consideration of loads with transient time variation. The advantages, efficiency and accuracy of the methods are depicted through comparative studies of a representative soil-structure interaction problem.

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