Search Results - "Ye, Kangsheng"

End-to-End Light Field Image Compression with Multi-Domain Feature Learning by Ye, Kangsheng, Li, Yi, Li, Ge, Jin, Dengchao, Zhao, Bo

“…Recently, end-to-end light field image compression methods have been explored to improve compression efficiency. However, these methods have difficulty in…”
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Adaptive finite element method for eigensolutions of regular second and fourth order Sturm-Liouville problems via the element energy projection technique by Yuan, Si, Ye, Kangsheng, Wang, Yongliang, Kennedy, David, Williams, Frederic W

“…Purpose The purpose of this paper is to present a numerically adaptive finite element (FE) method for accurate, efficient and reliable eigensolutions of…”
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Comparison Study on the Exact Dynamic Stiffness Method for Free Vibration of Thin and Moderately Thick Circular Cylindrical Shells by Chen, Xudong, Ye, Kangsheng

“…Comparison study on free vibration of circular cylindrical shells between thin and moderately thick shell theories when using the exact dynamic stiffness…”
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Exact dynamic stiffness method for non-uniform Timoshenko beam vibrations and Bernoulli–Euler column buckling by Yuan, Si, Ye, Kangsheng, Xiao, Cheng, Williams, F.W., Kennedy, D.

“…The exact dynamic stiffness method is further extended, using a recently developed approach for vibration of Bernoulli–Euler members, to flexural free…”
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Second order mode-finding method in dynamic stiffness matrix methods by Yuan, Si, Ye, Kangsheng, Williams, F.W.

“…This paper addresses the transcendental eigenvalue problem, which arises for those structures, e.g., frames, for which dynamic member stiffnesses are available…”
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Recursive second order convergence method for natural frequencies and modes when using dynamic stiffness matrices by Yuan, Si, Ye, Kangsheng, Williams, Fred W., Kennedy, David

“…When exact dynamic stiffness matrices are used to compute natural frequencies and vibration modes for skeletal and certain other structures, a challenging…”
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Recursive second order convergence method for natural frequencies and modes when using dynamic stiffness matrices by Yuan, Si, Ye, Kangsheng, Williams, Fred W, Kennedy, David

“…When exact dynamic stiffness matrices are used to compute natural frequencies and vibration modes for skeletal and certain other structures, a challenging…”
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