無相移增強 的英文怎麼說
中文拼音 [wúxiāngyízēngqiáng]
無相移增強
英文
phase less boost-
This paper has accomplished part work of it, include : the research on the behavior based control method, the visual technique of robot and the application of active vision on behavior based robot. the main work and innovative ideas include : on the base of technique analyze of behavior based robot, a behavior system structure of rira - robot behavior - based robot and a behavior coordinator by combine the fuzzy logic control with multiple objectives propriety - based decision have designed, the ability of competence in multiple behavior and no collision within the intercurrent behavior have enhanced
本文完成了其部分內容的研究，包括：機器人基於行為控制方法和策略的探討，移動機器人視覺技術的分析研究，主動視覺在機器人行為控制技術中的應用等。本文的主要工作和創新點包括：在機器人行為控制技術分析的基礎上，設計了rira - robot基於行為機器人的模塊、分層式行為體系結構。通過基於模糊邏輯行為控制和基於優先級的多行為決策相結合的控制策略，設計了機器人行為協調器，增強了多行為競爭和並發行為無碰撞的能力。And then, we specially study the effect of spin interaction ' s anisotropy on the critical temperature tc. from what we have observed we suggest that the critical temperatur tc grows as the anisotropy intensifies, while the system magnetization becomes weaker. the system becomes id if the anisotropy ratio r goes to infinity, and its equilibrium state keeps zero magnetization at any finite temperature, which confirm that there is no observable transition for id system
其後，著重研究了自旋相互作用的各向異性程度r對其臨界溫度t _ c的影響，總結出：隨著系統各向異性程度的增強，系統的臨界溫度向高溫轉移，而系統的磁化強度在不斷的減弱；當r趨近於無窮大時，系統演變為一維系統，系統在任何有限溫度下達到的平衡態始終保持磁化強度為零，這也證實了一維系統不發生相變A bearing surface transmits the interaction between an arch dam and its foundation, the strength of which directly affects the constraint of the bedrock to the dam, and thus affects the stress and deformation of the dam. the influence is studied in this paper with nonlinear finite element method, as an example, for a high arch dam in design. the results show that the influence on stress is only limited within the local area near the bearing surface, larger on the maximum principal tensile stress than on the principal compression stress, and the decrease of the strength does not cause unlimited increase of the maximum stress. the influence on the displacement of the top of the dam is smaller than that of the bottom of the dam, especially the relative downstream displacement. at the lower strength of the bearing surface, the relative downstream displacement at the bottom of the dam increases with the decrease of the strength
建基面是傳遞拱壩和基巖相互作用的紐帶，它的強度直接影響基巖對壩體的約束，從而影響壩體的應力和變形.採用非線性有限單元法，以設計中的某高拱壩為例，分析建基面強度對壩體應力和變形的影響.結果表明建基面強度對壩體應力的影響僅限於建基面附近的局部范圍，對最大主拉應力的影響要大於對最大主壓應力的影響，建基面強度的降低不會無限地增大壩體的應力數值；建基面強度對壩頂位移的影響較小，但對壩底位移（尤其是順河向相對位移）的影響較大，當建基面強度較低時，壩底順河向相對位移隨建基面強度的降低而增大
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