Effects of column axial force and rib stiffener on hysteretic behavior of connections were synthetically considered for the first time during cyclic-loading.
在循环加载试验中首次综合探讨了柱轴力大小、加劲肋构造措施等对连接性能的影响。
Main Outcome Measures: Torsion, bending, and axial stiffness and axial failure force after cyclic loading.
主要测量指标：扭转、弯曲和轴向刚度，以及循环载荷下轴向失效力。
This study shows that for improving development effect in the cyclic flooding, order of roles played by various forces are: capillary force, elastic force, while gravity plays no part in it basically.
研究表明，在周期注水改善开发效果中，各种力所起的作用大小不同，毛管力的作用是主要的，弹性力的作用是次要的，重力基本不起作用。
The conclusion is: capillary force is in first, elastic force is in second, water-wet oil reservoir is more suitable to cyclic water injection.
结论是，毛管力的作用是第一位的，弹性力的作用是第二位的，水湿油层更适合周期注水。
Conclusion: The structure of cytoskeleton were effected by cyclic strain force, it play a important role in influence strain.
结论：不同周期性应变对细胞微丝结构产生一定的影响，微丝在细胞感应力的响应中起重要作用。
The structure of cytoskeleton were effected by cyclic strain force, it play a important role in influence strain.
不同周期性应变对细胞微丝结构产生一定的影响，微丝在细胞感应力的响应中起重要作用。
The reduced stresses in the longitudinal bars help to achieve less critical bond condition under the cyclic loading, especially in the lack of column axial force.
降低了的梁内纵筋的应力能在反复循环荷载下获得较为有利的粘结条件，特别是在缺少柱上轴向压力的时候。
On the basis of experiment research, the internal force of high strength bolt joint area of steel beams and concrete walls within steel profiled bar was analyzed under the low period cyclic load.
在试验研究的基础上，对钢梁与钢骨混凝土墙高强螺栓连接节点在低周反复荷载作用下节点域的内力进行分析。
It was indicated that there was compatibility between fabric anisotropy and force anisotropy and no cumulative loss of co-ordination number during cyclic loading.
结果表明，有各向异性和力各向异性之间的相容性和协调数不累计亏损在循环荷载作用。
However, under cyclic shearing force, brick masonry also undergoes evident hysteretic behaviour.
其实，砌体在周期性剪力作用下具有显著的滞回性质。
The conclusions show that the radial force and torque change in cyclic periods during the transmission.
结果表明，外场驱动血泵在啮合传动过程中，径向力和传递扭矩均是周期变化的。
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.
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.
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。
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