Efficient and reliable solutions of static and dynamic nonlinear structural mechanics problems by an integrated numerical approach using DQFEM and direct time integration with accelerated equilibrium iteration schemes
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Publication:5950151
DOI10.1016/S0307-904X(00)00007-XzbMath1076.74550MaRDI QIDQ5950151
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Publication date: 2000
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Accelerated constant stiffness iterationExplicit predictor-corrector iterationGlobal secant relaxationParallel implementation
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Cites Work
- A faster modified Newton-Raphson iteration
- Differential quadrature and longterm integration
- A global secant relaxation (GSR) method-based predictor-corrector procedure for the iterative solution of finite element systems
- A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
- An alpha modification of Newmark's method
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