joint rigidity meaning in Chinese

节点刚性

The factors , such as end - plate thickness , bolt ' s types , beam and column " flank , that can effect on the joint rigidity and moment capability , are analyzed
分析了节点端板厚度、螺栓类型、端板的加劲肋等因素对节点刚度以及抗弯承载力的影响。
From the analysis , some suggestion about joint rigidity design is put forward : 1 . joint initial rigidity can be enhanced within the limited range when to increase end - plate thickness ; 2 . the rigidity and ultimate moment can be enhanced obviously when to adopt the beam with inclined section or to add axilla at the connections between beam and column ; 3 . withm the permissive construction condition , exteriorly extended end - plate inclinedly placed is suggested to be applied firstly ; 4 . when the rate of joint rigidity to beam rigidity , that is called , is less than 0 . 1 , the joints can be regarded as zero - rigidity joints ; on the other hand , if is more than 26 , it is rigid connection joints
采用斜截面梁并在梁柱交接处局部加腋能明显提高节点刚度和梁的抗弯能力； 3在允许的施工条件下，应优先采用外伸式端板斜放节点，有利于提高节点刚度，进而提高节点的抗弯能力； 4节点刚度与其连接构件的刚度比值0 . 1时，可按铰接节点设计； 26时，可按刚接节点设计。