| 1. | Specification for design of reinforced concrete deep beams
钢筋混凝土深梁设计规程 |
| 2. | Specification for design of reinforced concrete deep beams
钢筋混凝土深梁设计规程 |
| 3. | Analysis of influence factor to shear strength of rc deep beams
钢筋混凝土深梁抗剪承载力影响因素分析 |
| 4. | Reinforced concrete deep beam
混凝土深梁26 |
| 5. | Calculation on limit load of reinforced concrete deep beam by upper - bound method
用上限方法求解钢筋混凝土深梁极限荷载的方法 |
| 6. | Study of strut - and - tie models for simply supported deep beams subjected to point loads
集中荷载作用下简支深梁的压拉杆模型研究 |
| 7. | Corbels , deep beams and pile caps are included basically in non - flexural elements , the calculative theory of which is relatively complicated , and its calculative method of which is not consistent
短牛腿与深梁、桩帽基本上属于非受弯构件，其计算理论相对复杂、计算方法也不尽一致。 |
| 8. | 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。 |
| 9. | Abstract : a special method in selecting the basic functions is presented on calculating the synthetic discrete method for the simply supported deep beams and the calculating results for such structures by this method coincide with those from finite element method
文摘:对简支深梁结构应用综合离散法计算时，提出了独特的基函数选取方法，并对此结构作了数值计算，与其它有限元法的计算结果十分吻合。 |
| 10. | 6 . the sectional cross - sectional discrete yield - sruface model is used to spandrel deep beams , the effect of the shear deformation to shear force on ( he m ~ terial nonlinearity is considered , ( he bond slip in anchorage zones is regarded as the houndaty nonlinearity of a member . except the geometric nonhineaicty . consideration of double nonlinearities about materials an
6 、将分段截面离散的屈服面模型法应用于裙梁，考虑剪力剪切变形对材料非线性的影响，将锚固区钢筋的粘结滑移看成构件的边界非线性，不考虑几何非线件，建立了裙梁考虑村料、边界双重非线性的空间滞回曲线分析模型。 |
