Thus it is necessary to study moment resistance, rotation stiffness and rotation capacity of the joints.
因此有必要对半刚性钢-混凝土组合节点受弯承载力、转动刚度和转动能力进行全面的研究。
For the top-and-seat Angle connections considered in the paper, the large fatigue based plastic rotation capacity can be achieved.
对于本文中所研究的顶底角钢连接而言，可以取得较大的塑性转角。
Several studies had been performed on the principles of limit design and the rotation capacity of reinforced concrete plastic hinges.
几项研究已经完成对极限的设计和钢筋混凝土塑性铰转动能力的原则。
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