Chinese translation for "ultimate moment"
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- 极限力矩
临界矩
Related Translations:
- Example Sentences:
| 1. | 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。 | | 2. | 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。 | | 3. | 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。 | | 4. | 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。 | | 5. | 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。 | | 6. | The numerical results show that the lateral ground displacement is one of factors that cause pile failures in liquefied ground . at the soft - hard interface , pile may overbear the ultimate moment which leads to bending and shearing failures . therefore , except the effect of large inertial loads from superstructure , the influence of the lateral ground displacement on pile foundation cannot be neglected in a seismic design of pile foundation in lateral spreading ground
计算结果表明地基的侧向位移是与液化有关的桩基震害的主要原因之一，在软硬交界处桩可能承受了超出桩本身极限抗弯能力的弯矩，容易发生弯剪破坏，在有液化侧扩地基中桩基的设计不能仅考虑上部结构震动的影响，地基的水平侧向位移对桩基的影响不容忽视。 | | 7. | In this paper , based on the test results of reinforced concrete deep beams , short beams and slender beams under flexture , the behavior and the ultimate moment of deep flexture members are discussed in detail . the calculating formulas for flexture bearing capacity and the design suggestion of reinforeed concrete deep flexural members are also given , and this may provide reference for the revision of p . r . c . design code
结合我国混凝土结构设计规范修订的需要，根据我国深梁、短梁专题组的试验结果，较详细地分析了深受弯构件力臂变化的规律，提出了可与浅梁衔接的钢筋混凝土深受弯构件的受弯承载力计算公式，为我国混凝土结构设计规范的修订补充这方面的内容提供了依据 | | 8. | In terms of strength and ductility , the concept of specified yield point is put forward . based on the principle that under the same condition ( that is , the size of cross section , material strength and reinforcement ratio are identical ) , the resultant ultimate moment must be identical , the compression failure of frp reinforced concrete beam is equal to the tension failure for the viewpoint of design and calculation
从强度与延性两方面的综合考虑，提出了纤维增强塑料筋名义屈服点的概念，对发生受压破坏的纤维增强塑料筋混凝土梁，按照同样条件下(截面尺寸、材料强度、截面配筋率等均相同)截面承载力相等的原则等效转化为受拉破坏进行设计与计算，以此确定纤维增强塑料筋的强度折减系数_ f 。 | | 9. | The two kinds of joint connection half - rigidity characteristic about gabled frames are discussed . the criterion among rigid connection , zero rigidity connection , half rigidity connection is determined ; the joint ' s moment and rotation angle curve is analyzed ; the calculation method about joint initial rigidity is brought forward ; the ultimate moment ' s calculation formula is deduced ; the result calculated by the formulas is compared to one calculated by the norm ' s formulas
探讨了门式刚架两种端板节点连接的半刚性特性，确定了节点刚接、铰接和半刚接划分的标准；分析了节点受力时的弯矩转角曲线关系；提出了节点的初始刚度的计算方法；提出了节点极限弯矩的计算公式，并与规范关于节点抗弯承载力计算的结果进行了比较。 | | 10. | According to the above formula , the initial rigidity and ultimate moment is calculated by developed program to several kinds of gabled frames end - plate connection joint with different types ( such as end - plate connection horizontally placed , vertically placed and inclinedly placed ) , different end - plate thickness , different bolt diameter . the different result is compared with different end - plate thickness , the different force arm in joints , different bolt diameters and strength grades
按推导的公式编程计算了不同形式(端板外伸式、端板平齐式、端板斜接、柱腹板加劲) 、不同端板厚度、不同螺栓直径的门式刚架梁柱端板节点的初始刚度、节点极限弯矩，并比较了不同端板厚度、不同节点力臂、不同螺栓直径和强度等级、不同连接形式下初始刚度和极限弯矩的变化。 |
- Similar Words：
- "ultimate maximum" Chinese translation, "ultimate meaning" Chinese translation, "ultimate mechanical property" Chinese translation, "ultimate mechanical strength" Chinese translation, "ultimate modulus" Chinese translation, "ultimate mortal kombat" Chinese translation, "ultimate mortality table" Chinese translation, "ultimate motor fuel" Chinese translation, "ultimate muscle" Chinese translation, "ultimate mutual solubility" Chinese translation
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