词语大全 力的平衡條件的英文
Posted 剪力
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词语大全 力的平衡條件的英文
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
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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