Results 31 to 40 of about 1,690 (132)

Analysis of Newmark Explicit Integration Method for Nonlinear Systems

open access: yesJournal of Mechanics, 2006
AbstractNumerical properties of the Newmark explicit method in the solution of nonlinear systems are explored. It is found that the upper stability limit is no longer equal to 2 for the Newmark explicit method for nonlinear systems. In fact, it is enlarged for stiffness softening and is reduced for stiffness hardening.
S.-Y. Chang, Y.-C. Huang, C.-H. Wang
openaire   +1 more source

Analysis of shock calculation based on Newmark integral method

open access: yesJournal of Physics: Conference Series, 2021
Abstract In this paper, the time domain method for the calculation of impact resistance is studied. Firstly, the central difference method and the Newmark integration method based on the analysis of the linear equations and the solution of the nonlinear equations are educed. Then, the advantages and disadvantages of these two methods are
openaire   +1 more source

Improving the accuracy of the Newmark method through backward error analysis

open access: yesComputational Mechanics
Abstract We use backward error analysis for differential equations to obtain modified or distorted equations describing the behaviour of the Newmark scheme applied to the transient structural dynamics equation. Based on the newly derived distorted equations, we give expressions for the numerically or algorithmically distorted stiffness and ...
Donát M. Takács, Tamás Fülöp
openaire   +4 more sources

3 DOF response data from Newmark's method

open access: yes, 2023
3 DOF building response data subjected to earthquake using Newmark's method UCLA building response data in NS, EW and Torsional direction during Parkfield 2004 ...
openaire   +1 more source

Buckling of Multi-Span Frames with Newmark Method

open access: yesElectronic Journal of Structural Engineering
The Newmark’s numerical method of computing deflections, moments and buckling loads of isolated columns is extended for the analysis of elastic buckling loads and buckling modes of prismatic and non-prismatic single story, multi-span frames with combinations of hinged and fixed columns.
openaire   +1 more source

A METHOD FOR PHASE CORRECTION OF NEWMARK'S β-METHOD

open access: yesProceedings of the Japan Society of Civil Engineers, 1977
MIZUTA, Yoji   +2 more
openaire   +2 more sources

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