支座壓力 的英文怎麼說
中文拼音 [zhīzuòyālì]
支座壓力
英文
abutment pressure-
Non - linear finite element analysis of rubber layer bonded between two rigid spheres has been performed for rubber ’ s characteristic of large deflection and nearly incompressibility. the relationships between stiffness and deformation have been gained when large tensile deformations are imposed. the effects of different poisson ’ s ratios of rubber matericals on the stiffness and stresses of rubber layer have
針對橡膠的大變形及接近不可壓縮的特點,對工程中常用的橡膠-剛球支座進行非線性有限元分析,了解了支座的剛度和應力的變化情況以及泊松比對兩者的影響,得出的支座受軸向拉伸時的剛度與軸向變形關系。Branchpipe - holder for nominal pressure 16
標稱壓力為16的支管管座Saddle supported horizontal pressure vessels
鞍座支撐式水平壓力容器Not only t he self - weigh of every beam, the prestressing, the compression on the support of form scaffolding, constriction of concrete, creeping are considered when the inter nal force is calculated, but also the result of displacement and deviation of th esupport and precamber should be taken into consideration
施工階段的內力計算不僅考慮逐段施工梁的自重,預加應力,模板支架的支點壓力,以及混凝土的收縮、徐變;同時還應考慮施工程序,施工中的支座位移、支座偏差和預拱度等的影響。The support pedestal shall be designed for anchor bolting to a concrete foundation and shall be of adequate strength and mass to support the combined weight of the pump / motor assembly and all forces imposed by the pump unit during operation
支撐基座應該採用錨固螺栓固定在混凝土基座上,應該具有適當強度和質量,能夠支撐泵/電機總裝的總重量,以及泵設備在運行過程中所產生的所有壓力。Cross - check the main roof truss roof installation quality of the surface is not perpendicular to the vertical center two blocks ; roof surface pressure chord of the roof truss vertical bending side, we must ensure that such errors do not exceed the allowable deviation to ensure roof stability and comply with the design requirements of the state by force
屋架安裝質量主要檢查屋架跨中對兩支座中心豎向面的不垂直度;屋架受壓弦桿對屋架豎向面的側面彎曲,必須保證上述偏差不超過允許偏差,以保證屋架符合設計受力狀態及整體穩定要求Abstract : earth pressure on a anchored pile sheet wall and a reinforced earth retaining wall, are obtained by prototype observation, finite element method and theoretical analysis. the results can be used as reference for lateral pressure of similar retaining structures
文摘:對一座錨拉式樁板墻和一座楔形鋼筋混凝土塊拉筋加筋土擋墻,將原型觀測、有限元計算、理論計算得到的土壓力進行分析和比較,所得結論可供設計類似支擋結構時計算土壓力參考。分享友人