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contributor authorChang, Shuenn-Yih
date accessioned2019-02-28T11:11:40Z
date available2019-02-28T11:11:40Z
date copyright3/21/2018 12:00:00 AM
date issued2018
identifier issn1555-1415
identifier othercnd_013_05_054501.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4253674
description abstractAlthough the Chen–Ricles (CR) explicit method (CRM) (proposed by Chen and Ricles) has been claimed to have desired numerical properties, such as unconditional stability, explicit formulation, and second-order accuracy, it also shows some unusual properties, such as a less accuracy of solving highly nonlinear systems, a high-frequency overshoot in steady-state responses, and a weak instability. A correction scheme by adjusting the displacement difference equation with a loading term can be employed to extinguish the high-frequency overshoot in steady-state responses. However, there is still no way to get rid of the weak instability and to improve the less accuracy of solving highly nonlinear systems. It is recognized that a weak instability might result in inaccurate solutions or numerical explosions. Hence, the practical applications of CRM are strictly limited.
publisherThe American Society of Mechanical Engineers (ASME)
titleWeak Instability of Chen–Ricles Explicit Method for Structural Dynamics
typeJournal Paper
journal volume13
journal issue5
journal titleJournal of Computational and Nonlinear Dynamics
identifier doi10.1115/1.4039379
journal fristpage54501
journal lastpage054501-6
treeJournal of Computational and Nonlinear Dynamics:;2018:;volume( 013 ):;issue: 005
contenttypeFulltext


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