| 1. | Ratio of height to sectional thickness of wall or column
砌体墙柱高厚比48 |
| 2. | Modified coefficient for allowable ratio of height to sectionalthickness of masonry wallokok . org
砌体墙容许高厚比修正系数47 |
| 3. | The effects of r / h ratio , l / r ratio and cone angle on the dynamic response of the conical shells are discussed in this section
分析了圆锥壳结构的径厚比、长径比及锥角变化对结构应力响应的影响。 |
| 4. | For the flanged - slw , the longitudinal bar in the limb or flange will firstly yield no matter what value the section ratios are
对于有翼墙结构，无论肢厚比大小，均表现为墙肢和翼墙底部纵筋首先屈服。 |
| 5. | The main influent factors include material properties , the proportion of diameter to thickness and diameter to length , and the proportion of diameter of missile to that of tube
其主要影响因素有管的材料性质、径厚比、长径比以及子弹和管的弹径比。 |
| 6. | Flake aluminium has particular two - dimension plane structure and large diameter - thick ratio that exhibits excellent performances as applied in coatings , pigments , cosmetics
摘要片状铝粉具有特殊的二维平面结构和较大的径厚比，在应用于涂料、颜料、汽车等工业中表现出很好的优良性能。 |
| 7. | In kinematics similarity test , test simulates specimens in earthquake action . by the hysteretic curve , anti - seismic property of t - shaped and l - shaped short - leg shear wall can be realized
并且研究了在动荷载作用下混凝土等级、截面配筋率和墙肢截面高厚比等因素对短肢剪力墙抗震性能的影响。 |
| 8. | From the point of view of load bearing capacity and energy dissipating , with rdw being 6 . 5 , the specimens behavior best . 4 all the failure modes are interpreted in the view of structure mechanism
从试体破坏形态，极限承载力以及耗能能力来看，肢厚比等于6 . 5的2个短肢墙结构整体性性能较好。 |
| 9. | 3 the results denote that for non - flanged slw , when the limb is shallow , the longitudinal bar in the limb will firstly yield ; on the other hand , when the limb is deep , the stirrup in the linking - beam will firstly yield
对于无翼墙结构，当肢厚比为5时，试体墙肢底部纵筋首先屈服，而当肢厚比大于5时，试体连梁端部箍筋首先屈服。 |
| 10. | Integrating the results obtained by nonlinear fem analysis and structural behavior analysis , with the section shape and rdw being variables , the function for lebr is proposed . 6 all the reinforcement in the specimens , longitudinal bar and transverse stirrup , is of grade hrb400
基于非线性数值分析及结构行为分析结果，研究了荷载效应负载率的影响因素，并确立了该参数以截面形状和肢厚比为自变量的数学模型，为截面设计创造了条件。 |
