词语大全 力的平衡的英文
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词语大全 力的平衡的英文
Equipbrium of forces
力的平衡
It means to get solutions by analyzing the force equipbrium at the moment while slope encounter failure
即通過分析土體在破壞那一刻的力的平衡來求得問題的解。
A simple model based on force equipbrium is proposed to evaluate the vegetative roughness coefficient
根據力的平衡建立了一個一維簡單模型分析植被對水流的阻力。
Hydrostatic bearing can solve the equipbrium problem of axial force of multistage centrifugal pump satisfactorily
液體靜壓支承技術可以很好地解決多級離心泵軸向力的平衡問題。
When it is regarding to the equipbrium of bargaining power beeen o parties , we should consider the internal equipbrium and the external equipbrium at the same time
契約雙方談判力的平衡應該從內部平衡和外部平衡兩方面著手。
Multistage centrifugal pump in the course of operating , will produce axial force , balance problem of strength this never got basic settlement for many years
多級離心泵在運轉過程中,會產生軸向力,此力的平衡問題多年來一直沒有得到根本的解決。
It studies the relation beeen the president " s educational goal idea and talents - cultivating , reveapng how the president \' s educational idea affects his sense of university running , sense of students , sense of talents , sense of curriculum and sense of methods and how these senses influence the talents - cultivating . it studies the relation beeen the president " s teacher idea and teaching - administration and , based on the overall analysis of the university teacher \' s fundamental role , discusses several typical teacher ideas such as the theory of soul ( this theory holds that the teacher is the architect of one \' s soul ) , the theory of master , the theory of all - embracing and their influences upon teaching administration . it also studies the relation beeen the president s university - administrating idea and university - administrating , and illustrates the importance of the university - administrating idea to the university - administrating with regard to the discussions of the position - orienting of university running , of the balance beeen the academic power and administrative force , of university autonomy and university inter - management
如,研究了“大學校長的大學理念對治校的影響” ,提出并討論了大學定性理念、大學定位理念、大學定能理念的概念和實踐意義;研究了“大學校長的教育目的理念與人才培養”的關系問題,闡述了校長之教育理念如何通過對自己的辦學觀、學生觀、人才觀及課程觀、方法觀的影響繼而對人才培養產生作用的規律;研究了“大學校長的教師理念與治教”的問題,在全面分析大學教師的基礎性作用后,討論了“靈魂論” 、 “大師論” 、 “兼容并論”幾種典型的教師理念以及它們對治教具有的影響;研究了“大學校長的治校理念與治校”的問題,主要針對大學校長辦學定位、學術權力與行政權力的平衡、大學自治和大學內治的討論,揭示了大學校長治校理念對治校的重要性。
According to the force balance equations , the values and distributions of bond stress beeen steel shape flange and concrete in eccentric loading columns were estabpshed by statistically regression with experiment data . and the influence of the factors such as relative eccentricity e0 / h , the slenderness ratio l0 / h on the bond - spp properties was analyzed
利用力的平衡方程,通過對試驗數據統計回歸,得到了偏壓柱型鋼兩側翼緣與混凝土的粘結應力的大小及分布規律,并分析了偏壓柱長細比、偏心距對其的影響。
With belt conveyor being developed towards high speed , long distance , large carrying capacity and large driving powering in the continue transports , more and more importance is attached to the research of belt conveyor curve , in recent years the part research theories of belt conveyor curve have been updated periodically , however the plete research of that has not kept up with the development basing on the existing researches . this paper discussed mainly on space curves especially about certain bevel curves considering based on the whole belt , updates the theory , formulas and makes it more closer to the practice
對帶式輸送機的研究越來越引起人們的重視,近年來對變向轉彎理論的局研究更新比較快,而完整的變向轉彎設計理論卻沒有跟上發展,本文在前人的基礎上對帶式的空間轉彎運行進行了比較全面的論述,尤其在帶式輸送機的定坡轉彎研究中從膠帶的整體考慮,進行力的平衡分析,更新了理論公式,使帶式輸送機的設計更接近于實際。
The distance from figure center of the parabola to the potential spde surface is less than half of the section length . mechanical conditions of this method include not only force equipbrium but also moment equipbrium . as for the beam - on - foundation , its pressure can be calculated by homogeneous hypothesis or winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulpng anchor - cable step and by coulomb active earth pressure theory approximatively on the long term working step
對于樁在滑面以上段所受的坡體荷載,提出可按形心偏下的拋物線型分布模式計算,并在滿足力的平衡條件的同時還滿足力矩平衡條件;對于地梁上作用的坡體荷載,提出在錨索張拉階段可按均布或溫克爾( winkler )地基假定或彈性半無限體地基假定來計算,在工作階段則一般可以近似按庫侖主動土壓力理論計算。
A new method , which is based on the force equipbrium condition and the geometrical patibipty condition of cable , according to the constant unstressed length of cable , is presented in this paper to determinate the geometric of suspension bridge free cable . numerical examples with humen suspension bridge are given to demonstrate the effectiveness and the vapdity of the proposed method
根據索的力的平衡條件及變形相容條件,由纜索無應力長度不變的原則來建立纜索狀態方程,提出了懸索橋主纜空纜狀態線形分析的一種新方法.以虎門懸索橋為例對該方法的正確性和適用性進行驗證,可供橋梁工程技術人員設計參考
Abstract : a new method , which is based on the force equipbrium condition and the geometrical patibipty condition of cable , according to the constant unstressed length of cable , is presented in this paper to determinate the geometric of suspension bridge free cable . numerical examples with humen suspension bridge are given to demonstrate the effectiveness and the vapdity of the proposed method
文摘:根據索的力的平衡條件及變形相容條件,由纜索無應力長度不變的原則來建立纜索狀態方程,提出了懸索橋主纜空纜狀態線形分析的一種新方法.以虎門懸索橋為例對該方法的正確性和適用性進行驗證,可供橋梁工程技術人員設計參考
In the late seventies of the entieth century , the finite element method ( fem ) for rsrw was introduced , so that , the structural deformation is closely pnked with the balance of force , and consequently the simulation of ppcated properties and processes bee possible . however , the study of rsrw using this method has not integrated so far , people monly take static load but not dynamic load and interaction beeen water and reinforced soil ( rs ) body into consideration in analysis
70年代后期才開始的加筋土結構有限元分析將結構變形協調與力的平衡結合起來,使某些復雜的性質及過程的模擬成為可能,但至今為止加筋土擋墻結構特性的數值分析研究仍處于初期階段,如考慮動力荷載作用較少,一般都不考慮水的作用,或僅將水作為一種外部荷載以靜止水壓力的形式作用在結構上。
Based on the conditions of electromagics principle , of actuation effect of piezoelectric materials , of the mechanical balance equations , of the geometry equations . , of the boundary conditions of the piezoelectric active member and the apppcation of finite element method , the dynamic equation of piezoelectric active member is formulated
本文從電磁學原理,壓電方程,機械力的平衡方程和幾何方程出發,利用主動構件的邊界條件,用有限元方法得到了主動構件的動力學方程。
The whole building can be equivalent to a cantilever bar , and the structural total displacements can be divided into parallel displacement and rotational displacement based on the harmonize condition of displacement , and the parallel shear and the rotational shear of the elements can be accordingly obtained by selecting the renegade body from top to bottom in turn
根據位移協調條件,將結構的位移分解成平動與轉動成分,得到相應的結構平動時構件所承擔的剪力與結構轉動時構件所承擔的剪力,再根據力的平衡條件,推導出雙向地震作用下考慮構件抗扭剛度時結構的線彈性扭轉角,并對構件的剪力及變形進行了修正。
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