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- Calculation of Ultimate Shear Capacity of RC Independence Beams 钢筋混凝土独立梁斜截面承载力的计算
- CALCULATION OF STEEL PLATE SHEAR WALL's ULTIMATE SHEAR CAPACITY WHICH CONSIDERING THE POST-BUCKLING STRENGTH 考虑屈曲后强度的钢板剪力墙极限剪力计算
- ultimate shear capacity 受剪承载力
- The theoretical formulas of caculation for ultimate shear strength of core region arc sct up according to the plastic thcories. 采用塑性理论推导了核心区极限承载力的理论公式,结合试验结果,建立了节点铁心区抗剪强度的实用计算公式。
- On this basis, the influences of corrugation configuration, the overall dimensions and steel thickness of corrugated webs to ultimate shear bucking load and buckling mode are investigated. 在此基础上研究了波纹形状、腹板整体外形尺寸和钢腹板厚度等因素对波纹钢腹板剪切屈曲极限荷载和屈曲模态的影响。
- The paper proposes more reasonable equations of ultimate shear strength of unbonded partially prestressed concrete flat beam-column joints by analyzing with the equations provided by other references. 在分析其它文献提出的极限抗剪强度计算公式的基础上，提出了更为合理的无粘结部分预应力扁梁柱节点极限抗剪强度计算公式。
- A series of calculation was made including earth pressure, load on surface, tie rods allocation, shear capacity and deflection checkings etc. 为此进行了一系列计算，包括土压力取值、面荷载取值、杆位置确定、筋计算、剪承载力验算、度验算等。
- The experiment and comparison results show that the ultimate shear stress, cohesion and angle of internal friction decrease along with the broadening of water content in the expansive soil. 试验和对比结果表明，膨胀土的极限剪应力、凝聚力和摩擦角都随着含水率的增大而减小；
- The web reinforcement contributes very little to the shear resistance prior to the formation of the inclined cracks but appreciably increases the ultimate shear strength of a bending member. 这个网页加固贡献非常小,抗剪强度的形成前的倾向,但略微增加了裂纹的终极的抗剪强度折弯的成员。
- 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。
- As the results of the tests, shear capacity of the beams with NSM CFRP strips on sides increased 86% at most compared to the beams without shear reinforcement. 结果表明，侧面嵌贴CFRP板条可大大提高未配箍筋混凝土梁的抗剪承载力，最大可提高86%25；
- Elzanaty , Ashraf H.，Nilson Arthur H.,Floyd O.Slate “Shear Capacity of Prestressed Concrete Beam Using High-Strength Concrete” ACI Journal , Proceeding , V.83 , No.3 , May-June 1986 , pp.319-368 . 林甫仁“含钢线网剪力筋预力梁之剪力强度”硕士论文,国立中兴大学土木工程研究所，民国84年6月。
- The effects of different sheeting sections and purlin distances on the shear behavior of shin diaphragm were studied by analyzing the failure modes and shear capacities of the panel. 通过对蒙皮的破坏模式和极限抗剪承载力的分析，对板型、檩条间距对蒙皮抗剪性能的影响进行研究。
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- Since blocked diaphragms have a greater concentration of fasteners around the perimeter of each sheathing element, blocked diaphragms provide greater shear capacities than unblocked diaphragms. 由于封闭的横隔在每个覆板构件周围有更大的紧固力，其比非封闭的横隔提供更大的抗剪切能力。
- The effects on the shear behavior of the basic panel such as sheeting section, arrangement of fasteners and puriines are studied by analyzing failure modes and shear capacities of the panel. 论文结合蒙皮单元的在实际工程的做法,对常用的国产压型钢板采用自攻螺丝连接的受力蒙皮进行了试验研究。
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- SHEAR CAPACITY OF VERTICAL-GROOVED CONNECTION IN PBP STRUCTURES 装配式大板结构竖向齿槽接缝受剪承载力设计
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