| 1. | Ultimate shearing strenngth
极限抗剪强度 |
| 2. | Testing of wood ; determination of ultimate shearing stress parallel to grain
木材的检验.顺纤维方向的极限剪切强度的测定 |
| 3. | Ultimate shearing strength
极限抗剪强度 |
| 4. | Furthermore , simplified calculation methods is given to predict the ultimate shear capacity of masonry wall strengthened with gfrp sheet . the calculating results are matched well with the experimental results
针对两种加固方式分别建立了gfrp布加固墙体的抗剪极限承载力计算方法，计算结果和试验数据基本吻合。 |
| 5. | Based on the experiments of five models of rc t - section beams , the ultimate shear capacity of rc t - section beams strengthened with different number of plies , paste formats and initial loads is evaluated
以五片t梁模型破坏试验为基础，研究了碳纤维布粘贴层数及方式和二次受力对钢筋混凝土t梁抗剪极限承载力的影响规律。 |
| 6. | The failure mechanism and the pattern of damage are analyzed in this paper . on the grounds of experimental results and theoretical analysis , the formula of ultimate shear capacity of prestressed masonry wall is established
分析了预应力砌块砌体的受力、破坏机理，结合试验结果，探讨了预应力砌体抗裂及抗剪承载力计算公式。 |
| 7. | An equation to calculate ultimate shear - resistant capacity of src column and steel beam joint is discussed , with consideration of the actions of concrete , steel web and horizontal hoop . the effects of axial press and steel wing under loads are also discussed
探讨考虑混凝土、型钢腹板、箍筋共同贡献的劲性柱?钢梁节点极限抗剪承载力计算公式，并就轴压力、翼缘在节点受力过程中的作用进行了分析与评价。 |
| 8. | Moreover , the measured ultimate shear from the tests were compared with that predicted from china design code of reinforced concrete structures , gb50010 2002 , and that from the response2000 , which is based on modified compression field theory by michael collins , both were undertaken before the experiments
文中还将试验实测承载力与我国现行混凝土结构设计规范抗剪设计公式的预测值和基于修正斜压场理论的抗剪分析程序response2000的分析结果进行了对比。 |
| 9. | The experiment results indicate that bonding gfrp sheet can improve the ultimate shear capacity and ultimate displacement of brick walls obviously , and the wall strengthened with gfrp sheet have greater energy dissipation capacity . the dynamic characteristic of masonry members will not been changed by bonding gfrp sheet
试验结果表明，粘贴gfrp布可以有效地提高墙体的抗剪极限承载力和极限位移，改善墙体的抗震性能，并且粘贴gfrp布后不会改变墙体本身的动力特性。 |
| 10. | Based on the test data of hundreds of pre - stressed concrete beams , this paper studies the factors that influence the ultimate shear strength of those beams . and those factors have been analyzed by correlation analysis of grey system theory . the analysis result shows that which is the first factor influences the ultimate shear strength and which one is the next
本文根据国内外预应力混凝土梁斜截面抗剪承载力试验资料，分析了影响预应力混凝土梁斜截面抗剪承载力的主要因素，并对这些因素进行灰色关联分析，得出各因子对预应力混凝土梁斜截面抗剪承载力影响程度的大小排序。 |
