1962
DOI: 10.1061/taceat.0008448
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A Method of Computation for Structural Dynamics

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Cited by 149 publications
(121 citation statements)
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“…In this study, the generalized-a time integration algorithm proposed by Chung and Hulbert 21 was used. This algorithm can been seen as an evolution of the classical Newmark 22 method, in which better control of the dissipation properties is obtained while retaining second-order accuracy for all values of dissipation.…”
Section: Definition Of the Numerical Modelmentioning
confidence: 99%
“…In this study, the generalized-a time integration algorithm proposed by Chung and Hulbert 21 was used. This algorithm can been seen as an evolution of the classical Newmark 22 method, in which better control of the dissipation properties is obtained while retaining second-order accuracy for all values of dissipation.…”
Section: Definition Of the Numerical Modelmentioning
confidence: 99%
“…In order to solve the initial value problem of Eqs. ( 65) and ( 66), it is employed the Newmark method [35], which defines the following implicit integration schemė…”
Section: Integration Of Discretized Nonlinear Dynamicsmentioning
confidence: 99%
“…The initial value problem defined by Eqs. ( 6) and ( 7) has its solution approximated by the Newmark method [36,35].…”
Section: Discretization Of the Model Equationmentioning
confidence: 99%