The steel ratio at the bottom of a large beam should be restricted to avoid possible column failure in shear.
对于柱端剪切破坏应采用限制大梁底部纵向钢筋的方法予以避免。
In this paper, the failure modes of shear and working breadth for shear are discoursed.
文中还对板的剪力破坏形态和工作宽度进行了论述。
Shear strength and shear strain are the basic properties in mechanics of concrete. They also serve as important data for finite element and failure criterion research on concrete.
抗剪强度和剪切变形是砼的基本力学性能，又是强度理论研究和有限元分析的重要数据。
The characteristics of the rock strength and failure under triaxial compressions are theoretically analyzed in detail with the twin shear theory and the results are compared with experimental data.
应用双剪理论对岩石在三轴压缩载荷下的强度和破坏特性进行了理论分析，并将分析结果与已有实验作了对比。
Analytical solutions of axial, lateral, circumferential and volumetric strains, and post-peak Poisson's ratio of rock specimen subjected to shear failure in uniaxial compression are proposed.
提出了单轴压缩的岩样在受到剪切破坏条件下的全部变形特征，即轴向、侧向、环向、体积应变及峰后泊松比的解析式。
End constraint has an influence on distribution of stress in rock specimen, failure pattern and pattern of shear zone.
试件端面效应直接影响试件内的应力分布、试件破坏形式和剪切带图案。
Shear capacity and failure mechanism of steel-high strength concrete joint were analyzed in this paper.
分析了型钢高强混凝土结点的受剪承载力及破坏机理。
The results clearly illustrate the load transfer mechanism in the deep pile cap and the subsequent failure mode of two-way shear.
结果清楚地显示，深承台板的载荷传递机制与相应的双向剪切破坏模式。
The location of shear strain rate localization coincides in position with the location of volumetric strain rate, which is the actual failure zone of rock.
剪切应变率（或应变）局部化区域与体积应变率（或应变）的位置重合，局部化区域就是岩样最终的破坏位置。
The safety factor of karst cave roof is defined as the ratio of actual shear strength parameter to critical failure shear strength parameter in this paper.
定义溶洞顶板稳定性安全系数为顶板岩体实际剪切强度与折减到临界破坏时的剪切强度之比值。
Attention should be paid to the shear strength of the adhesives since the shear stress could cause failure in the adhesive layer.
粘接剂主要以剪切的方式破坏，粘接剂剪切强度是一个值得注意的问题。
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。
Finally, analyze the failure features of low shear walls and the improving methods with the comparison between the shear walls in my model and those in a 6-storey frame shear wall model.
通过将模型中的剪力墙和一个6层的框架剪力墙模型中的剪力墙进行比较，分析低矮剪力墙的破坏特点以及改善的方法。
Shear beam model for interface failure was used for the earthquake occurring analysis considering the crucial parameters that affect this model in this paper.
用剪切梁层间失效模型来分析地震的发生并考虑关键参数的变化对模型的影响。
Standards from different countries adopt different failure mechanisms and do not take consideration of change of joint width in calculating shear strength in the vertical joint.
各国规范对其强度计算采用不同的破坏机理且不考虑接缝宽度变化的影响。
The failure criterion can be judged by the rectangle region in the graph of the relation between ultimate out-of-plane load and ultimate in-plane shear.
它的破坏状态可以用极限面外荷载和极限面面内剪力关系图中围成的矩形区域来判断。
Through pullout tests for shear resistance of the adhesive steel bar in the metal tube, the bond principals and failure modes of adhesives are studied.
通过对钢筋与金属套筒之间采用植筋胶粘结的拉伸抗剪试验，探讨了植筋胶的粘结机理和拉伸抗剪破坏模式。
Failure of the shear walls are mainly in the mode of nail connection failure and uplift of end studs.
试件的破坏形态主要是钉节点的破坏和端部墙骨柱的上拔。
Three sets of model test in laboratory show that the failure model in the foundation with soft clay underlying layer belongs basically to the punching shear failure.
三组室内模型试验表明具有软弱下卧层的地基破坏模型基本上属于冲切破坏。
In this paper, shear failure is mainly discussed, especially the horizontal shear-bond failure.
本文针对剪切破坏的主要破坏模式纵向水平剪切粘结破坏。
In addition, the generalized relationships between cyclic shear stress on failure plane and the number of cyclic loading causing liquefaction of the sandy soils are also presented.
此外，也给出了饱和砂土液化破坏时破坏面上循环剪应力与循环荷载次数间的一般关系。
Shear beam model for interface failure was used for the earthquake occurring analysis in this paper.
将剪切梁层间失效模型用于分析地震的发生。
In this study, the interface failure under the joint action of constant compression and periodical anti-plane shear is investigated.
本研究利用“剪切梁”模型，研究了在定常侧压力和周期性的反平面剪切载荷共同作用下，层间界面的破坏规律。
However, at higher angle of tooth-shaped asperities and under higher normal stress, the failure model II is found, which is in first tension but final shear failure.
在较高的法向应力下，含起伏角较高齿形节理面的非贯通节理岩体可能出现破坏模式II（先张拉后剪切破坏模式）。
In this study, the interface failure under the joint action of constant compression and periodical anti-plane shear were investigated.
本研究利用“剪切梁”模型，研究了在定常侧压力和周期性的反平面剪切载荷共同作用下，层间界面的破坏规律。
The plastic limit analysis made in this paper shows that one-way shear failure cannot be the most critical among possible shear-type failures of pile-caps at corners.
本文用塑性极限方法证明，在角桩上可能发生的剪切型破坏中，单向剪切不起控制作用。
The shear strength of the pier is also checked using the concept of capacity design in order to avoid brittle shear failure.
最后以能力设计原理保证桥墩截面的抗剪强度需求。
In addition, the layer separation exists in the end of span of overburden if the subsidence happens in whole overburden, which is resulted from the shear failure of the bedding plane.
另外，当覆岩发生整体下沉时离层主要存在于跨度两端，离层由层理剪切破坏引起。
The displacement mutation characteristics of monitoring points were chosen as the failure criteria of materials in the shear strength reduction method.
选择边坡内某些监测点的位移突变特征作为强度折减法的材料破坏判据。
The displacement mutation characteristics of monitoring points were chosen as the failure criteria of materials in the shear strength reduction method.
选择边坡内某些监测点的位移突变特征作为强度折减法的材料破坏判据。
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