depth ratio meaning in Chinese
充满度
埋深比
深度比
Examples
- Finite element simulate analysis of small span - to depth ratio coupling beams with special reiforcement
特殊配筋小跨高比洞口连梁的有限元模拟 - However , for small span - to - depth ratio coupling beams are counter flexural deep beams restrained at their two ends and points of contraflexure at the center of the span , the rules of their carrying forces and deformation are not like common deep beams
但是，小跨高比连梁属于两端被约束，反弯点在跨中的反对称弯曲深梁，其受力和变形规律不同于一般深梁。 - For reinforcement concrete corbel with the shear span to depth ratio ( a / ho ) less than 1 , has its performance of mechanics that is close to cantilever deep beams , it is an important kind of components in architectural structure which sustains roof trusses , brackets , tray " beams , frame " beams , wall " beams and crane " beams
剪跨比a h _ 0 1的短钢筋混凝土牛腿，其受力性能接近于悬臂深梁，在建筑结构中是支承屋架、屋面梁、托架、托架梁、框架梁、墙梁和吊车梁等的重要构件。 - It shows that the method suggested in the paper is simple , applicable for engineering and has good precision . on the bases of the formulas deduced , and combining with relative test datas , it studies in the paper several factors influencing the bearing performance of the simple beams , such as shape of the external tendons , the equal moment segment length , span - to - depth ratio of the beam , valid initial prestress of the external tendons , area of the internal tension reinforcement , strength of the concrete , vertical distance between
在公式推导的基础上,结合相关试验资料,研究了体外筋的形状、等弯矩区长度、梁跨高比、有效张拉预应力、体内受拉筋配筋率、混凝土强度、锚固点到梁上边缘在垂直方向上的距离、体外预应力筋水平段长度(双折线型体外筋的情况)以及荷载类型等对体外预应力混凝土简支梁受力性能的影响。 - Abstract : based on the systematic analysis of the shear behavior for r . c . beams , the tests of 11 simple supported beams under the top concentrated loads and the uniform loads are supplemented . the prime variable is shear span ratio , span depth ratio , horizontal web reinforcement ratio and vertical web reinforcement ratio . according to the test results , the working behavior , the prime shear failure modes , the effect of concrete and web reinforcement ( horizontal web reinforcement and vertical web reinforcement ) and other aspects of r . c . beams are analysed . the uniform calculation method for shear capacity of deep beams , short beams and shallow beams for practical is presented
文摘:在对国内外钢筋混凝土梁的受剪性能进行较系统分析的基础上，补充了11根钢筋混凝土简支短梁在顶部集中荷载和均布荷载作用下的试验，试验梁的主要变化参数为剪跨比、跨高比、水平腹筋率和垂直腹筋率.根据试验结果，对试验梁的工作性能、主要的剪切破坏形态、混凝土项的抗剪作用、抗剪腹筋（包括水平腹筋、垂直腹筋）的作用等进行了较为深入的分析，提出了可适用钢筋混凝土深梁、短梁和浅梁相互协调的受剪承载力的统一计算方法