Abstract
A technique consisting of implicit subdomain integration, accompanied by finite element partitioning, is studied for the solution of the dynamic responses of large-scale structural systems. Finite element partitioning is used to divide the finite element mesh into smaller subdomains. Numerical integration methods, such as Newton integration and Jacobi integration, are employed as integrators applied to the different subdomains. The response of the complete systems is obtained through iterations. Subdomain integration is believed to be effective for large-scale problems and well suited for parallel computers. It is a combination of various integration methods, and the generation and analysis of any formulation can be carried out using the technique of splitting.
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