期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
Bridging Classical and Quantum Realms: The Conceptual and Theoretical Framework of the Advanced Observer Model
1
作者 Joseph H. C. Wong 《Journal of Quantum Information Science》 2024年第4期123-157,共35页
This paper presents the Advanced Observer Model (AOM), a groundbreaking conceptual framework designed to clarify the complex and often enigmatic nature of quantum mechanics. The AOM serves as a metaphorical lens, brin... This paper presents the Advanced Observer Model (AOM), a groundbreaking conceptual framework designed to clarify the complex and often enigmatic nature of quantum mechanics. The AOM serves as a metaphorical lens, bringing the elusive quantum realm into sharper focus by transforming its inherent uncertainty into a coherent, structured ‘Frame Stream’ that aids in the understanding of quantum phenomena. While the AOM offers conceptual simplicity and clarity, it recognizes the necessity of a rigorous theoretical foundation to address the fundamental uncertainties that lie at the core of quantum mechanics. This paper seeks to illuminate those theoretical ambiguities, bridging the gap between the abstract insights of the AOM and the intricate mathematical foundations of quantum theory. By integrating the conceptual clarity of the AOM with the theoretical intricacies of quantum mechanics, this work aspires to deepen our understanding of this fascinating and elusive field. 展开更多
关键词 Advanced Observer Model AOM DETERMINACY INDETERMINACY Reverse Engineering Observer-Observed Interaction Quantum Wave Function Probability Density Function PDF Probability Space Potential Space Quantum Computing Quantum Information Processing static configuration SC Dynamic configuration DC Sequence of Quantum States SQS Perceptual Sequence of Observations PSO Theory of Relativity Lorentz Transformation
在线阅读 下载PDF
New insight into the stability and dynamics of fluid-conveying supported pipes with small geometric imperfections 被引量:5
2
作者 Kun ZHOU Qiao NI +3 位作者 Wei CHEN Huliang DAI Zerui PENG Lin WANG 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2021年第5期703-720,共18页
In several previous studies,it was reported that a supported pipe with small geometric imperfections would lose stability when the internal flow velocity became sufficiently high.Recently,however,it has become clear t... In several previous studies,it was reported that a supported pipe with small geometric imperfections would lose stability when the internal flow velocity became sufficiently high.Recently,however,it has become clear that this conclusion may be at best incomplete.A reevaluation of the problem is undertaken here by essentially considering the flow-induced static deformation of a pipe.With the aid of the absolute nodal coordinate formulation(ANCF)and the extended Lagrange equations for dynamical systems containing non-material volumes,the nonlinear governing equations of a pipe with three different geometric imperfections are introduced and formulated.Based on extensive numerical calculations,the static equilibrium configuration,the stability,and the nonlinear dynamics of the considered pipe system are determined and analyzed.The results show that for a supported pipe with the geometric imperfection of a half sinusoidal wave,the dynamical system could not lose stability even if the flow velocity reaches an extremely high value of 40.However,for a supported pipe with the geometric imperfection of one or one and a half sinusoidal waves,the first-mode buckling instability would take place at high flow velocity.Moreover,based on a further parametric analysis,the effects of the amplitude of the geometric imperfection and the aspect ratio of the pipe on the static deformation,the critical flow velocity for buckling instability,and the nonlinear responses of the supported pipes with geometric imperfections are analyzed. 展开更多
关键词 supported pipes conveying fluid geometric imperfection absolute nodal coordinate formulation(ANCF) static equilibrium configuration critical flow velocity nonlinear dynamics
在线阅读 下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部