Chinese translation for "极限弯矩"
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- ultimate bearing moment
ultimate bending moment
Related Translations:
极限环: cycle limitlimit cycle 极限值: extreme; limit value; limiting value; ultimate value◇极限值监控 limit monitoring 极限组成: ultimate composition 极限轨迹: limiting trajectory 极限角: limit anglelimiting angle 极限高飞: an extremely goofy moviex-tremely goofy movie, an
- Example Sentences:
| 1. | Limit moment of nozzle in cylindrical vessels
圆柱形容器接管塑性极限弯矩 | | 2. | Plastic limit bending moment
塑性极限弯矩 | | 3. | Using the improved model , an ultimate bending moment formula is presented
在梁的极限分析中采用新的刚塑性模型，推导出极限弯矩公式。 | | 4. | 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。 | | 5. | There are four main methods by far , nonlinear finite element method , idealized structural unit method , direct calculation method and simplified method
目前，计算总纵极限弯矩的方法主要有四种，即非线性有限元法，理想结构单元法、直接计算法和简化方法。 | | 6. | 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。 | | 7. | Plastic theory suggests , the composite beam for the floorslab is suited lower flange , it s plastic limit moment cuts down by 52 . 4 % than the composite beam for the floorslab is suited on the top flange . it s plastic limit moment lifts 8 . 8 % than the steel beam , which is on the same condition
塑性理论分析的结果表明，楼板位于钢梁下翼缘形式的组合梁和楼板位于钢梁上翼缘形式的组合梁截面相比较，其塑性极限弯矩降低52 . 4 ，和同等条件下纯钢梁截面相比较，楼板位于钢梁下翼缘的组合梁塑性极限弯矩提高8 . 8 。 | | 8. | Moreover , six externally prestressed beams which were experimented overseas were analyzed with this method developed , by comparing the calculation result and the experiment data , it is found that the calculating method has a satisfactory precision and is worth being promoted
利用这一概念，建立了直接通过塑性铰区长度和曲率半径求体外预应力筋应力和梁极限弯矩的简化公式，用简化公式对国外有关6片体外预应力梁进行了计算，并与试验结果进行对比，证明本研究中的简化公式具有较好的精度，值得推广。 | | 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：
- "极限同" Chinese translation, "极限推理" Chinese translation, "极限推理剧场版" Chinese translation, "极限外径规" Chinese translation, "极限弯[曲力]距" Chinese translation, "极限弯距" Chinese translation, "极限弯曲能力" Chinese translation, "极限弯曲强度" Chinese translation, "极限弯曲强力" Chinese translation, "极限弯曲应力" Chinese translation
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