A new method for computing shear strength of reinforced concrete flat plate without shear reinforcement while transferring shearing force only is presented herewith.
提出了无剪切钢筋的钢筋混凝土平板在仅传递剪力时，其抗剪强度的计算方法。
Such as: load area and shape, strength of concrete, composition of concrete, depth of slab, load position ratio of reinforcement, punching shear reinforcement and scale effect.
主要包括：加载面积和形状、混凝土强度、混凝土的组成、冲跨比及板厚、荷载作用位置、抗弯钢筋的配筋率、抗冲切钢筋以及比例效应。
Based on the results of experiment and finite element analysis, the shear strength and the effect of reinforcement of the perforated brick walls are also discussed.
本文还根据试验结果和有限元法分析，探讨了空心砖墙的抗剪强度和横向、纵向配筋效应。
In order to acquire good combination of new and old materials in reinforcement process some proper measures are adopted in construction to enhance the shear ability and impermeability.
为了使加固混凝土结构中新旧材料能共同工作，施工时应采取适当措施，以提高结合面的抗剪能力和抗渗能力。
The parameters in the aeries include: amount of longitudinal reinforcement, amount of transverse reinforcement, shear span-to-depth ratio, thickness of tube wall and strength of concrete.
试验中的主要参数有：纵向钢筋的数量、横向配筋率、剪跨比、管壁的厚度及混凝土强度。
Transverse reinforcement, additional to that for shear, should be provided in the anchorage zones where transverse compression is not present.
横向加固，附加剪切力，应在锚固区域，横向压缩不存在。
The analysis indicates that the shear span ratio exerts the most significant affection to the shear strength of steel fiber reinforced concrete beams without web reinforcement.
分析结果表明，剪跨比对钢纤维混凝土无腹筋梁抗剪强度的影响最大。
Strength, ductility and minimum percentage of reinforcement in the shear wall were presented.
这类结构的裂缝调查。提出了钢筋混凝土剪力墙的强度、延性和最小配筋率。
At present, four methods are mainly used for reinforcement earth research: prototype test, model test, three-axial compression test, direct shear test and drawing test.
目前加筋土的试验研究主要有四种方法：原型试验、模型试验、三轴压缩试验、直剪试验和拉拔试验。
The rebar bolts reinforcement improves the confining pressure near excavation and suppresses the large shear dilatation of rock mass.
螺纹钢螺栓加固附近挖掘和提高了围压，抑制大剪胀岩体。
Test results indicate that effective cooperation can be achieved by the shear-resistant connection between the reinforcement in the negative moment area and the outer-plated steel beam.
试验表明，外包钢-混凝土组合梁负弯矩区钢筋和外包钢梁通过抗剪连接措施能有效地共同工作；
The reinforcement scheme which add tension piles and shear walls in the garage was put forward. The calculation results show that the uplift load of the pile greatly reduced after adding shear walls.
提出了在地下车库内增设抗拔桩和剪力墙的加固方案，计算结果显示，增设剪力墙后桩基所受上拔力大幅度降低。
The fatigue resistance of the butt welds can be improved by means of removing the weld reinforcement and designing the weld in the maximum shear stress plane.
去除焊缝余高或将焊缝设计在最大剪应力平面内可明显改善对焊接头的疲劳性能。
The effect of vertical and horizontal reinforcement on shear strength of the type of …
并从理论上研究了竖向和水平配筋效应问题。
Controlled by the small core area, the anti-shear capacity of plane abnormal joints is rest with concrete strength, size and reinforcement of the small core area.
平面异型中节点以小核芯为控制单元，节点核芯区的受剪承载能力取决于小核芯区的混凝土强度、尺寸和配筋状况。
As respect of member reinforcement, large diameter stakes are applied to reinforce the foundation of new shear-wall.
在构件加固方面，采用大直径挖孔桩和条形承台加固基础，以满足剪力墙基础受力要求；
Prestressing also increases the resistance to shear forces, and in some cases reduces the amount of reinforcement required to resist shear.
预应力也可以提高抗剪能力。在某些情况可以减少为了抗剪而需要的预加应力值。(没有听过为了提高抗剪加预应力的。能举个例子？，学习中)。
In this paper, by combining in-situ fibrillation with shear force field together to enhance their reinforcement ability, the properties of the composite are expected t.
原位成纤作为一种重要的提高聚合物复合材料力学性能的方法而受到广泛关注。
According to experimental results, an empirical relationship is suggested for predicting the ultimate shear strength of fiber reinforced concrete beams without web reinforcement.
根据实验结果，导出一个预测无腹筋钢纤维砼梁的抗剪强度经验回归公式。
We have designed four joint, JD-1 is designed for the comparison, and the others consider the cross-section size, reinforcement and the shear ring number.
结果表明：增大环梁截面、提高环梁的配筋率和增加抗剪环数量能不同程度的提高环梁节点承载能力。
We have designed four joint, JD-1 is designed for the comparison, and the others consider the cross-section size, reinforcement and the shear ring number.
结果表明：增大环梁截面、提高环梁的配筋率和增加抗剪环数量能不同程度的提高环梁节点承载能力。
应用推荐