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1·Test results revealed that the ultimate loads and the ductility of the specimen with anti-punching shear bar is higher than that of the corresponding specimen.

试验结果表明，混凝土承台中配置抗拔钢筋的试件与未配置抗拔钢筋的试件相比其锚固承载力和延性显著提高。

2·The master frame is characteristic of shear structure deformation and the master support features bending cantilever bar deformation.

总框架具有剪切结构的变形特征，总支撑则具有弯曲悬臂杆的变形特征。

3·Combining with three nodes isoparametric axial force element, the new element can be used to accurately calculate the shear flow action between bar and skin in thin-wall structure.

它与三节点等参轴力杆单元组合时可以精确地模拟薄壁结构中杆与蒙皮之间的剪流作用。

4·Two kinds of adiabatic shear bands were found in the post-test specimens impacted by spherical bullet and Hopkinson pressure Bar.

结果发现，该合金在两种试验条件下形成两种绝热剪切带。

5·The bar element which considered the transverse shear effect has significantly improvement on tunnel stability.

考虑横向剪切作用的杆单元，对围岩稳定性有明显提升。

6·As a key equipment in bar mill, the normal operation of the cold shear will influence the steel rolling directly.

冷剪机是棒材生产线的关键设备，它的正常运行直接关系到轧钢生产。

7·The most important issue for the problem of uniform cross-section bar torsion is the calculation of shear stress on the boundary of cross-section, which is very difficult.

对等截面直杆扭转问题，横截面边界上的剪应力计算是件困难的事，也是很重要的研究课题。

8·As a result, it is understood that placing steel bar in the tensile area will improve the ultimate bearing capacity of the RCFT beam, and shear failure of filled concrete will be avoided.

结果表明，在梁的受拉区配筋可以提高梁的极限承载力，并且可以避免核心混凝土的剪切破坏。

9·The change of production of the bar steel plant requires that the flying shear set is modified independently.

为适应条钢厂生产的变化则须自主改造飞剪机组。

10·Composite shear wall with concealed steel bar-shaped steel bracings is put forward and its seismic performance experimental research is done.

首次提出了带钢筋-型钢暗支撑组合剪力墙，并进行了其抗震性能试验研究。