介绍了钢骨混凝土构件的受剪性能及其影响因素。
The shear behaviors and influence factors on the shear capacity of steel reinforced concrete members were introduced.
在总体计算时采用二维紧固件元来模拟受剪紧固件。
When calculating the whole, sheared fastener are simulated by two — dimension fastener element.
对于每一种破坏模式，给出了受剪承载力计算公式。
For each failure mode, an explicit formula is derived for the prediction of shear strength.
钢管混凝土柱的受剪承载力与轴压比、剪跨比有关。
The shear strength of CFST columns was correlated to the axial force ratio and the shear-span ratio.
分析了型钢高强混凝土结点的受剪承载力及破坏机理。
Shear capacity and failure mechanism of steel-high strength concrete joint were analyzed in this paper.
修正后的计算模型考虑了土壤受剪速度对其剪切应力的影响。
The effect of shear rate on shear stress is included in the revised model.
本文提出了一种具有后屈曲复合材料受剪板的薄壁结构分析方法。
In this paper, a method of analysing thin-walled structure with post-buckled composite shear panels is proposed.
阐述了钢筋混凝土受剪构件中，混凝土软化现象的发现及其研究进展。
The discovery and the advance of the softening phenomenon of concrete due to diagonal cracking in reinforced concrete members subjected to shear are presented.
钢筋混凝土浅梁和深梁受剪承载力计算公式的衔接一直尚未较好解决。
The linking between formulas of shallow beam and deep beam is a problem that has not been well solved.
搅拌桩施工时和周围土体的相互作用可以用受剪的孔穴扩张过程来模拟。
The interaction behavior between the deep mixing column and the surrounding soil can be simulated as the shearing-expanding process of a cylindrical cavity.
深入研究钢管混凝土构件受剪状态下的工作性能有非常重要的工程意义。
The behaviour of CFST members subject to shearing still needs to be studied deeply. And it is very important in engineering practice.
基于连续拉杆拱受力模型和砌体双向受压强度导出墙体受剪承载力公式。
The formulas of shear capacity for the walls of continuous wall beams are worked out based upon the force model of continuous arch and the strength of two way compression of masonry.
以等效受剪板代替上述的后屈曲板，则可利用常规有限元法进行该结构分析。
The panels have been treated as equivalent shear panel, then the cove-ntional finite element method can be employed in the analysis of this structure.
为建立钢管混凝土柱的受剪承载力计算式，完成了35根试件的静力加载试验。
Static loading tests of 35 specimens were carried out to study the shear strength of concrete filled steel tube (CFST) columns.
本文对4根用该工艺加固的钢筋混凝土梁和1根对比梁进行了受剪性能试验研究。
Experiments were conducted to investigate the shear behavior of 4 strengthened RC beams and 1 comparative RC beam under different types of loadings.
在试验的基础上提出了集中荷载作用下轻骨料混凝土梁受剪承载力计算公式的模型。
Based on the experimental results, the calculation formula model of shear capacity of lightweight aggregate concrete beams is put forward.
与约束烧结粘土砖墙相比，等效粘滞阻尼系数提高37%，受剪承载力提高25%。
Compared with confined clay brick wall, equivalent viscous damping coefficients is improved by 37 percent and shear loading capability by 25 percent.
结果表明，双剪切试样受剪区域的应力状态基本为均匀分布且随蠕变时间变化很小。
The results show that there is a near uniform stress state in the shear zone.
随后进行了两榀两层配筋砌块砌体剪力墙在不同竖向荷载下的单调加载受剪性能试验。
The monotonic shear testing of two-story model reinforced masonry shear wall in different compressive force was performed.
研究了钢筋网架—砼组合结构夹芯墙板（简称ZW夹芯墙板）平面内偏压受剪的性能。
This paper introduces the experimental study of shear test under eccentric compression on space truss-concrete combined sandwich wall plate(in brief ZW sandwich wall plate).
该公式计算简便，与试验值吻合较好，并与普通受弯构件受剪承载力计算公式相衔接。
These formulas are easy to use, similar to test results. and join to general members in bending.
在已完成的足尺十字形节点试件拟静力实验基础上，对节点的受剪承载力性能加以研究。
On the basis of the test of full-scale cruciform specimens under low-reversed cyclic load, its load-bearing capacity under shear force was studied.
根据试验结果，建立了粘钢部分承担的受剪承载力理论计算公式和受剪斜截面限制条件。
According to the test results, the computational formula of the shear load capacity about the externally bonded steel plates and the restricted condition of oblique shear section are set up.
本文分析了承受轴力、弯矩及剪力的型钢构件极限承载力和钢筋砼框架短柱受剪承载力。
This paper analyzes the ultimate strength of steel sections subjected to axial loading, bending and shear as well as shear strength of reinforced concrete short columns in frames.
当节点都为梁端受弯破坏或都为核心区受剪破坏时，偏心节点的耗能能力小于非偏心节点；
When the joints are destroyed by bending(or shearing), the energy Absorption capacity of eccentric joint is inferior to that of no-eccentric joint.
根据试验结果和理论分析，提出了连接键开裂、屈服和受剪承载力特征点的有关计算公式。
Based on the test results and theoretical analysis, formulas to predict the initiation of cracking, yielding and the maximum shear capacity and deformation are suggested.
在前人研究的基础上，本文对圆钢管混凝土受剪构件性能及抗剪承载力计算方法进行研究。
Base on the study results ago, this paper has carried out research on the behavior and simplified calculation methods of circular CFST members subjected to shearing.
本文主要研究了HRB400级钢筋混凝土构件的受弯、受剪及连续梁塑性内力重分布性能。
In this article, the mechanical of the HRB400 Reinforced Concrete Members under flexure, shear and plastic internal force redistribution is studied.
试验结果表明：组合板越厚、剪跨越小、剪力横向钢筋越多，组合板纵向受剪承载力就越高。
The Test result showed that shear capacity is higher for the thicker composite slabs, the smaller shear span, the more distributed reinforcing bar in the composite slabs.
试验结果表明：组合板越厚、剪跨越小、剪力横向钢筋越多，组合板纵向受剪承载力就越高。
The Test result showed that shear capacity is higher for the thicker composite slabs, the smaller shear span, the more distributed reinforcing bar in the composite slabs.
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