| 1. | Experimental study on moment redistribution of continuous composite steel - concrete beams with profiled sheeting
压型钢板混凝土组合梁极限抗弯承载力的研究 |
| 2. | This papar examines experimentally and theoretically the performance on ultimate load and the moment redistribution
探讨其在极限承载力及内力重分布性能等受力性能。 |
| 3. | The discussion is focused on the moment redistribution of the frames , the effects of the secondary moment and horizontal loads under the loads vertical and horizontal at the same time
分析了预应力框架中的次弯矩对弯矩重分布的影响以及水平荷载作用对弯矩重分布的影响。 |
| 4. | 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。 |
| 5. | 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。 |
| 6. | Compounding stiffness is introduced for analyzing the characteristics of moment redistribution in the long - span floor beams structure subjected to lateral loading . it is shown from the testing result that the specimen can be analyzed by elastic theory before cracking . the development of cracking in the spandrel beams and the floor beams ( including floor ) causing the compounding stiffness and the bending stiffness of floor beams through the column to change distinctly , correspondingly moment - torque redistribution occurs
由于过柱子次梁、边主梁的开裂以及梁上次梁（包括楼板）的开裂，使得过柱子次梁的抗弯刚度和边主梁梁上次梁板组合刚度发生了明显的变化，导致产生弯扭重分配，一般情况下，组合刚度与过柱子次梁抗弯刚度的比值增大，边主梁所受扭矩增加，反之，边主梁所受扭矩减小。 |
