Suchergebnisse - Explicit numerical integration algorithm

Response to Maxam and Tamma's discussion (EQE‐18‐0306) to Kolay and Ricles's paper, “Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation” von Kolay, Chinmoy, Ricles, James M.

“… “Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation.” …”
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Discussion of “development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation” by Chinmoy Kolay and James M. Ricles von Maxam, Dean J., Tamma, Kumar K.

“… Summary The time integration method proposed by Kolay and Ricles, which was claimed to be both explicit and unconditionally stable, is shown to be implicit in the sense of requiring the factorization …”
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Two third-order explicit integration algorithms with controllable numerical dissipation for second-order nonlinear dynamics von Li, Jinze, Yu, Kaiping, Zhao, Rui

“… No literature has reported an explicit integration algorithm to achieve controllable numerical dissipation and identical third-order accuracy simultaneously …”
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A semi-explicit integration algorithm with controllable numerical damping for real-time hybrid simulation von Lai, Zhenfeng, Liu, Yanhui, Tan, Ping, Peng, Jinqiang, Zhou, Fulin

“… This study presents a single-step semi-explicit integration algorithm SSE-α, designed to enhance the precision and robustness of numerical computations in RTHS …”
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Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation von Kolay, Chinmoy, Ricles, James M.

“… Based on this analysis, a one‐parameter family of explicit direct integration algorithms with controllable numerical energy dissipation, referred to as the explicit KR‐α …”
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Discussion of paper 'Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation' by Chinmoy Kolay and James M. Ricles, Earthquake Engineering and Structural Dynamics 2014; 43:1361-1380 von Chang, Shuenn-Yih

“… ‐by‐step integration because it simultaneously integrates unconditional stability, explicit formulation, and numerical dissipation together …”
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An improved explicit integration algorithm with controllable numerical dissipation for structural dynamics von Yang, Chao, Wang, Xi, Li, Qiang, Xiao, Shoune

“… In order to acquire efficient algorithms for complicated problems in structural dynamics, an improved integration algorithm with controllable numerical dissipation is developed based on a two-step …”
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Discussion of paper 'Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation' by Chinmoy Kolay and James M. Ricles, Earthquake Engineering and Structural Dynamics 2014; 43:1361-1380 von Chang, Shuenn-Yih

“… SUMMARY It seems that the explicit KR-[alpha] method (KRM) is promising for the step-by-step integration because it simultaneously integrates unconditional stability, explicit formulation, and numerical dissipation together …”
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Retraction statement: discussion of paper 'development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation' by chinmoy kolay and James M. Ricles, earthquake engineering and structural dynamics 2014; 43:1361-1380

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Response to 'Discussion of paper "Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation" by Chinmoy Kolay and James M. Ricles' in Earthquake Engineering and Structural Dynamics 2014; 43:1361-1380 von Kolay, Chinmoy, Ricles, James M.

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Three-dimensional train–track–bridge coupled dynamics model based on the explicit finite element method von Zeng, Zhi-Ping, Liu, Fu-Shan, Wang, Wei-Dong

“… Using explicit numerical methods and coupling the subsystems by the load term on the right end of the dynamic equations, repetitive iteration in the dynamic response solution process was avoided …”
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Two families of dual-explicit model-based integration algorithms with controllable numerical damping for structural dynamic problems von Fu, Bo, Lavery Ilunga, Stephane, Chen, Jin

“… of dual-explicit model-based integration algorithms for solving linear and nonlinear dynamic problems …”
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Discussion of Paper 'Improved Explicit Integration Algorithms for Structural Dynamic Analysis with Unconditional Stability and Controllable Numerical Dissipation' by Chinmoy Kolay & James M. Ricles, Journal of Earthquake Engineering 2017, http://www.tandfonline.com/loi/ueqe20 von Chang, Shuenn-Yih, Veerarajan, S., Wu, Tsui-Huang

“… Although it was claimed that the MKR-α method can improve the overshoot and nonlinear stability characteristics of the KR-α method, it seems that it still has …”
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Response to Chang, Veerarajan and Wu's Discussion of "Improved Explicit Integration Algorithms for Structural Dynamic Analysis with Unconditional Stability and Controllable Numerical Dissipation" [Journal of Earthquake Engineering 23 (2019) 771-792] von Kolay, Chinmoy, Ricles, James M.

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Comparative study of numerical explicit time integration algorithms von Rio, Gérard, Soive, Anthony, Grolleau, Vincent

“… The aim of the present research is to make a comparative study of numerical explicit time integration algorithms used in the domain of shock and impact …”
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Improved Explicit Integration Algorithms for Structural Dynamic Analysis with Unconditional Stability and Controllable Numerical Dissipation von Kolay, Chinmoy, Ricles, James M.

“… ) direct integration algorithms featuring second-order accuracy, unconditional stability for linear systems, and controllable numerical dissipation is developed for solving inertial problems …”
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Suite of meshless algorithms for accurate computation of soft tissue deformation for surgical simulation von Joldes, Grand, Bourantas, George, Zwick, Benjamin, Chowdhury, Habib, Wittek, Adam, Agrawal, Sudip, Mountris, Konstantinos, Hyde, Damon, Warfield, Simon K., Miller, Karol

“… •Meshless algorithms for the computation of soft tissue deformation for surgical simulation …”
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A coupled time integration algorithm for discontinuous deformation analysis using the numerical manifold method von Qu, Xiaolei, Ma, Guowei, Qi, Chengzhi, Dyskin, Arcady V., Xia, Chen

“… ‐domain coupled explicit‐implicit time integration algorithm is proposed. A subdomain partition algorithm based on a super manifold element is developed for the numerical manifold method to simulate dynamic motions of blocky rock mass …”
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Retracted: Discussion of paper ‘Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation’ by Chinmoy Kolay and James M. Ricles, Earthquake Engineering and Structural Dynamics 2014; 43:1361–1380 von Chang, Shuenn‐Yih

“… SUMMARY It seems that the explicit KR‐α method (KRM) is promising for the step‐by‐step integration because it simultaneously integrates unconditional stability, explicit formulation, and numerical dissipation together …”
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Explicit numerical integration algorithm for a class of non-linear kinematic hardening model von Wang, C. H., Hu, W., Sawyer, J. P. G.

“… An explicit updating algorithm has been developed for the Armstrong–Frederick family of non-linear kinematic hardening model, based on the trapezoidal and the backward Euler integration method …”
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