ultimate moment meaning in Chinese
极限力矩
临界矩
Examples
- 2 . capacity p is concluded in ultimate moment capacity mu and it is analyzed by method of vp
在极限弯矩承载力m _ u中求p时， p的求法分析。 - Two hypothesises , different from the traditional viewpoints , about stress distribution in beam section at the connection of beam and end - plate are presented by author to determine the ultimate moment of end - plate connection
其计算过程分为两步： ( 1 )计算梁受拉翼缘的极限拉力； ( 2 )计算端板连接的极限弯矩。 - 2 . the effect of frp reinforcement ratio on the ultimate moment of frp reinforced concrete beam is studied , the conclusion is that the ultimate moment increases with the increase of the reinforcement ratio for frp reinforced concrete beam in a certain range of reinforcement ratio
结果表明，对纤维增强塑料筋混凝土梁，在配筋率的一定范围内，配筋率越大，受压区面积越大，极限抗弯承载力越高。 - 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。 - Then the capacity reduction factor af of frp that is equal to 0 . 7 is suggested though the calculation based on the test results . the calculating method of ultimate moment of frp reinforced concrete beam is put forward , which is suitable to the characteristics of frp and correspondent with the current design code in china
结合试验结果，建议了纤维增强塑料筋强度折减系数值_ f = 0 . 7 ，建立了适合于玻璃纤维增强塑料筋混凝土梁特点，又与我国现行有关规范相协调的纤维增强塑料筋混凝土梁受弯承载力的计算方法。