A new family of explicit model-based integration algorithms for structural dynamic analysis

DOI10.1142/S0219455419500536WikidataQ128514186 ScholiaQ128514186MaRDI QIDQ6493255

Huanjun Jiang, Decheng Feng, Bo Fu

Publication date: 26 April 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

numerical stabilityintegration algorithmamplification matrixdiscrete control theorynumerical dampingmodel-based algorithms

Mathematics Subject Classification ID

Classical linear elasticity (74B05) Free motions in linear vibration theory (70J30)

Cites Work

• Unnamed Item
• A family of second-order fully explicit time integration schemes
• Assessment of explicit and semi-explicit classes of model-based algorithms for direct integration in structural dynamics
• Time Integration Method Based on Discrete Transfer Function
• A New Explicit Time Integration Scheme for Nonlinear Dynamic Analysis
• A ROBUST TIME-INTEGRATION ALGORITHM FOR SOLVING NONLINEAR DYNAMIC PROBLEMS WITH LARGE ROTATIONS AND DISPLACEMENTS
• 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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