| 1. | Method of shear test for side fillet welded joint
侧面角焊缝抗剪试验方法 |
| 2. | Glued laminated timber - shear test of glue lines
胶合板.胶粘线抗剪试验 |
| 3. | Testing the shear resistance of concrete beam strengthened with glassfibre reinforced plastics
玻璃纤维增强塑料加固砼梁的抗剪试验 |
| 4. | Structural adhesives - determination of shear behaviour of structural bonds - part 2 : thick - adherends shear test
结构粘合剂.结构胶粘剂抗剪性能的测定.第2部分:厚粘附体抗剪试验 |
| 5. | Is specimen dimensions and procedure for shear testing resistance spot , seam and embossed projection welds iso 14273 : 2000 ; german version en iso 14273 : 2002
电阻点焊缝焊和凸焊的抗剪试验用样品尺寸和程序 |
| 6. | Shearing test on 72 cube specimens with cutting groove bonding has been done , and the experiment results are given and have been analyzed
摘要对72个沟槽式新老混凝土粘结试件进行了抗剪试验，给出了试验结果，并对其进行了分析。 |
| 7. | Both static and cyclic load tests are conducted for a same size specimen . the purpose is to find the effect on shear strength from different height - width ratio , and to get the shear resistance limit by static and cyclic loading . according to test results , the improvement suggestions for the wall details and design are presented in this paper
同样尺寸的二个试件分别在顶端进行水平单调加载和水平方向低周往复加载抗剪试验一次，试验目的是测试墙体的不同高宽比对抗剪强度的影响以及墙体在单调加载及低周反复加载两种情况下的抗剪强度pu并做出比较，从而对墙体构造及设计提出改进建议。 |
| 8. | Experiments results showed that height - width ratio is not a main influencing factor on wall shear behaviors . the wall shear strength by cyclic loading is lower 10 % than that of static loading . test results also showed that the ductility coefficients of walls is equal to 3 . 08 - 3 . 84 , consuming coefficient e is about 1 . 0 and shear strength of wall specimens is about 12kn to 14 kn
试验结果发现：墙体试件的高宽比不同对延性系数、耗能系数e 、抗剪系数等影响不大；相同尺寸、构造的墙体抗剪试件，进行往复加载试验时得到的抗剪强度比进行单调加载试验得到的结果低10左右；通过试验得到本次抗剪试验墙体的延性系数在3 . 08 3 . 84之间，耗能系数e在1 . 0左右，墙体试件的抗剪强度在12 14kn m之间。 |
