A time integral formulation and algorithm for structural dynamics with nonlinear stiffness

DOI10.1007/s10409-006-0025-6zbMath1202.74196OpenAlexW2028652366MaRDI QIDQ612333

Jie Zhao, Kaiping Yu

Publication date: 28 December 2010

Published in: Acta Mechanica Sinica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10409-006-0025-6

zbMATH Keywords

stabilityovershootnumerical algorithmnonlinear structural dynamics

Mathematics Subject Classification ID

Numerical approximation of solutions of dynamical problems in solid mechanics (74H15) Finite difference methods applied to problems in solid mechanics (74S20)

Related Items (1)

Optimized Gauss-Legendre-Hermite 2-point (O-GLH-2P) method for nonlinear time-history analysis of structures

Cites Work

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• A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
• Stability, convergence and growth and decay of energy of the average acceleration method in nonlinear structural dynamics
• Design, analysis, and synthesis of generalized single step single solve and optimal algorithms for structural dynamics

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