| 1. | Touch and close fasteners - determination of longitudinal shear strength
粘接拉链.纵向剪切强度的测定 |
| 2. | Touch and close fasteners - determination of longitudinal shear strength
触模式拉锁.纵向剪切强度的测定 |
| 3. | Touch and close fasteners - determination of longitudinal shear strength ; german version en 13780 : 2003
粘接拉链.纵向剪切强度测定 |
| 4. | An exact solution for a doubly periodic array of cylindrical inclusions under longitudinal shear
双周期圆柱形夹杂纵向剪切问题的精确解 |
| 5. | Methods of test for adhesives - determination of bond strength in longitudinal shear for rigid adherends
粘合剂的试验方法.刚性粘合体抗纵向剪切的粘结强度测定 |
| 6. | Testing of glass fibre reinforced plastics pipes ; determination of the longitudinal shear strength of type b pipe fittings
玻璃纤维增强塑料管道检验.第1部分: b型管道配件纵向 |
| 7. | Using this method , the coupled fields for an elastic elliptical inhomogeneity with a screw dislocation under infinite longitudinal shear is examined
这种分析方法，为求解复杂多连通域的平面弹性与热弹性问题提供了一条有效途径。 |
| 8. | The general formulas for interaction energy and the force acting on the dislocation due to the presence of an elliptical inhomogeneity under longitudinal shear are given . the force acting on the dislocation is figured out , particular discussion being given to its variation with the dislocation azimuth and other parameters . it is shown that the force acting on the dislocation first reduces and then increases with the augment of dislocation azimuth
首次导出了纵向剪切下夹杂内外螺旋位错引起的耦合干涉能与耦合位错力的一般解析表达式，并讨论了位错力随位错方位角及相关参数的变化规律，发现纵向剪切下位错力幅值随位错方位角的增大先减小后增大。 |
| 9. | According to the new concrete code , the calculation formula are put forward concerning the load - carrying capacity during construction , the load - carrying capacity of cross - section bending , longitudinal shearing , the inclined - section shearing and part shearing during the application of the continuous composite floor slab , which provide the design proofs for the continuous composite floor slab
摘要根据新混凝土规范，给出了连续跨压型钢板与混凝土组合板施工阶段的承载力计算公式及使用阶段的正截面抗弯承载力、纵向水平抗剪承载力、斜截面抗剪承载力和局部抗冲切承载力计算公式，为连续组合楼板的设计提供了依据。 |
| 10. | Through the analysis and compare to the model structure and the prototype structure of longitudinal shear wall in main factory building , the regular pattern of earthquake resistant behavior of this kind of structure system is obtained . so this paper puts forward some seismic design concept and detailing suggestion to this kind of structure according to csdb
根据上述理论与试验研究结果，得出了纵向带边框柱中高剪力墙结构抗震性能的一般规律，提出了一些新的抗震设计理念与构造建议，所得结论与设计方法可供我国相应规范修订时参考。 |
