2019
DOI: 10.1016/j.ast.2018.11.008
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A hybrid reduced-order modeling technique for nonlinear structural dynamic simulation

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Cited by 18 publications
(1 citation statement)
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“…where M is the linear mass matrix and K is the linear stiffness matrix, f NL (u) indicates the nonlinear restoring force function, u and F are displacement vector and external force vector in physical space. The geometric nonlinear theory demonstrates that the quadratic and cubic polynomials of displacement are accurate enough to describe the nonlinear restoring force [40]. Introduced linear mode Φ and reduced system by: u=Φq…”
Section: Structure Equationsmentioning
confidence: 99%
“…where M is the linear mass matrix and K is the linear stiffness matrix, f NL (u) indicates the nonlinear restoring force function, u and F are displacement vector and external force vector in physical space. The geometric nonlinear theory demonstrates that the quadratic and cubic polynomials of displacement are accurate enough to describe the nonlinear restoring force [40]. Introduced linear mode Φ and reduced system by: u=Φq…”
Section: Structure Equationsmentioning
confidence: 99%