片语

moment-torque redistribution弯扭重分配

limitation of moment redistribution弯矩调幅限值

bending moment redistribution弯矩重分布

the moment redistribution内力重分布

plastic redistribution of moment弯矩塑性重分布

Moment Redistribution Method二次弯矩分配法

moment redistribution ratio负弯矩调幅系数

英汉例句

• such structural behaviors as the deflection of beam, the formation and the development of crack, the strain of concrete and reinforcement bar , and the moment redistribution are investigated.

  这种结构性行为作为挠度梁的形成和发展的裂纹，变形的混凝土和钢筋，和弯矩调幅的影响。

• in this article the development of the cracks and the moment redistribution are discussed based on the two frames which are loaded vertically and horizontally at the same time.

  本文针对两榀同时施加有水平荷载和竖向荷载的预应力框架，对其加载过程中的裂缝发展、结构的塑性弯矩重分布进行了探讨和研究。

• it also investigates the effect of secondary torque, the characteristics of moment redistribution subjected to reversed cyclic loading, and the role of spandrel beams in the overall response.

  着重讨论了预应力次扭矩对结构受力的影响、水平荷载作用下结构的弯扭分配规律以及如何进行边主梁的合理设计等问题。

• on the other hand, though increasing axial compression ratio of column changes the moment redistribution in frame, the effect on ultimate loads and total modulations is insignificant.

  另一方面，随轴压比增大，梁柱上弯矩分配虽略有变化，但对整榀框架的极限承载能力和总的弯矩调幅能力影响不大。

• most of the research on moment redistribution is based on continuous beam structures, a little on prestressed concrete frames.

  关于预应力结构的内力重分布研究很多是关于连续梁结构的，对预应力框架的研究相对较少。

• it is shown that the secondary moment can facilitate the moment redistribution when the rotational capacity of plastic hinge is not enough.

  从理论上证明了预应力次弯矩在塑性铰转动能力不够时能提高连续梁弯矩调幅能力的这一观点。

• in this paper the moment redistribution due to prestressing in precast segment continuous prestressed concrete beam erected by cantilever method is described.

  本文叙述了悬臂拼装预应力混凝土连续梁的预加力引起的弯矩重分布。

• the results suggest that 20% of moment redistribution at the internal support could be gained in the local buckling design of continuous composite beams with the non compact cross section(class 3).

  研究了负弯矩区截面未完全塑性时出现局部失稳的连续组合梁的稳定。

• principle of energy is used to study the moment redistribution and the section curvature ductility in reinforced and prestressed concrete continuous beams.

  本文采用能量法对普通钢筋混凝土连续梁和预应力混凝土连续梁的弯矩调幅与截面曲率延性之间的关系进行了研究。

• the behaviour of bending moment redistribution and the failure mode for these composite beams were pointed out.

  阐述了这些试验梁的基本性能，内力重分布过程和破坏形态。