The thickness of slab is determined by punching shear capacity.
其厚度一般是由冲切条件控制的。
Real response to the true shear capacity of bridge piers, this test belongs to destructive testing.
为了真实反应桥墩的抗剪能力，本文试验实际为破坏性试验。
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。
Finally, Suggestions are presented on the calculation of the longitudinal shear capacity of composite slabs.
最后对压型钢板组合板纵向剪切承载力的设计计算等提出了建议。
Steel web shear stress distribution is more uniform, it reflects the corrugated steel web excellent shear capacity.
钢腹板剪应力分布较为均匀，反映出波形钢腹板优良的抗剪能力。
The shear behaviors and influence factors on the shear capacity of steel reinforced concrete members were introduced.
介绍了钢骨混凝土构件的受剪性能及其影响因素。
Based on the experimental results, the calculation formula model of shear capacity of lightweight aggregate concrete beams is put forward.
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。
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。
Compressive stress produced by horizontal prestressing tendons within the raft foundation has much to do with the effective prestress and punching shear capacity.
在考虑应力扩散的影响对抗剪有效作用下，提出了预应力筏板基础边柱合理的抗冲切承载力计算公式。
The anchoring and chemical grouting can enhance the shear capacity of crack surfaces to some extent; and its effect becomes distinct as the water level rising up.
加锚及化灌对裂缝面的抗剪性能有一定的提高，随着水位的升高，其作用越明显。
Based on adjustment of model parameters in finite element analysis, the influence of brittle property of high strength concrete on the shear capacity was analyzed.
通过有限元模型的参数调整进行了数值模拟，定量分析了高强混凝土脆性对节点受剪承载能力的影响。
With the results of the multi-ribbed wall tests and finite element analysis, the shear capacity formulas of a oblique section based on ultimate balance theory are given.
并在试验结果与有限元模拟的基础上，依据极限平衡理论，建立起来复合墙体的斜截面抗剪极限承载力公式。
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。
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.
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。
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.
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。
A conception of minor core determined by the small beam and small column, and a conclusion that the shear capacity of abnormal joint depends on minor core are put forward in this paper.
提出了由小梁小柱决定的“小核芯”概念，得出框架异型节点的承载能力取决于异型节点“小核芯”的结论。
It is advised that the anchorage length of CFS, peeling stress, the strain of CFS under the ultimate load and the shear capacity should also be verified to insure enough ductility of the member.
文中还提出了应对碳纤维布锚固长度、剥离应力、极限状态下碳纤维布的应变、强剪弱弯等进行验算的建议。
The following conclusions can also be drawn according to the tests: Given the same contents but different types of steel fiber, the enhancement of shear capacity of beams shows little difference.
试验结果还表明，不同的钢纤维品种对于梁结构在均布荷载下的受剪承载力增强作用，在体积掺量相同的情况下相差不大。
Some calculated methods of shear capacity of rc beams strengthened with FRP (fiber reinforced polymer) are reviewed based on the experimental data on shear capacity of rc beams strengthened with FRP.
在FRP加固钢筋混凝土梁抗剪试验的基础上，系统地总结了已有的FRP加固钢筋混凝土梁抗剪承载力计算方法。
A Kuka robot with 2,200-pound payload capacity places material blanks onto the shear load table.
一个负重能力为1000公斤的库卡机器人正在把板料装载到剪板机的工作台上。
Tests showed that the SRC joints possess an apparent increase in shear strength and energy dissipation capacity.
试验表明，劲性砼节点具有良好的抗剪能力和耗能能力。
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.
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 capacity design philosophy, brittle shear failure inside ductile members must be inhibited, to insure adequate rotation capacity of the plastic hinge.
按照能力设计思想，必须防止延性构件内部发生脆性剪切破坏，以确保塑性铰的转动能力。
Through the research of corrugated steel shear wall in repeated load, the ultimate load-carrying capacity and hysteresis property is found.
对整片折板钢板剪力墙在反复荷载下滞回性能进行研究，得到了折板钢板剪力墙极限承载力、延性和滞回性能。
The formula of shear bearing capacity of deep coupling beams originates from test results, however the test data are few and the calculating model isn t very rational.
小跨高比连梁的受剪承载力计算公式源于试验结果，但试验数据较少，缺乏合理的理论计算模型。
And the aseismatic capacity of shear resistant strength, deform, energy dissipation, ductility and rigidity degeneration is also researched.
研究扁梁框架节点的抗剪承载力、变形、耗能、延性和刚度退化等抗震性能。
And the aseismatic capacity of shear resistant strength, deform, energy dissipation, ductility and rigidity degeneration is also researched.
研究扁梁框架节点的抗剪承载力、变形、耗能、延性和刚度退化等抗震性能。
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