Finite element response sensitivity analysis: a comparison between force-based and displacement-based frame element models
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Publication:817351
DOI10.1016/J.CMA.2004.04.011zbMath1137.74431OpenAlexW2019932125MaRDI QIDQ817351
Publication date: 8 March 2006
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://escholarship.org/uc/item/62q2w85w
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)
Related Items (3)
Numerical time integration for dynamic analysis using a new higher order predictor‐corrector method ⋮ MODELING, ANALYSIS AND RELIABILITY OF SEISMICALLY EXCITED STRUCTURES: COMPUTATIONAL ISSUES ⋮ Analytical sensitivity of interpolatory quadrature in force‐based frame elements
Uses Software
Cites Work
- Nonlinear structural design sensitivity analysis for path dependent problems. I: General theory
- Nonlinear structural design sensitivity analysis for path dependent problems. II: Analytical examples
- Dynamic response sensitivity of inelastic structures
- Finite element response sensitivity analysis using force-based frame models
- A design sensitivity analysis principle and its implementation into ADIANA
- Design sensitivity analysis of non-linear structural systems part I: Theory
- Mixed formulation of nonlinear beam finite element
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