| 1. | By the experimental formulation , the one - dimension model is put up . the result is compared with the two - dimension modulus , satisfied results has got
利用传统的经验公式，建立了高架桥体系的一次梁模型，计算结果与二次梁模型进行对比，在速度较低情况下，吻合效果良好。 |
| 2. | From the test and study the following conclusions are reached 1 . the behaviors under seismic horizontal force are very different between the hypo - beams through joint and not
通过本试验，得出以下主要结论： 1 、在地震水平荷载的作用下，过柱次梁和非过柱次梁的受力特性大为不同。 |
| 3. | The conclusion that the torsion of main - beam can improve the earthquake resistant behaviors of the beam - to - column joints can be reached from the results of the test and other people ' s studies
4 .现行设计规范中关于框架梁柱节点的构造措施和要求,仍适用于该结构体系的过柱次梁?边梁?柱节点 |
| 4. | Some effective measures were presented to solve bigger prestress loss of mid span in overlong frame and it is suggested that prestressed reinforcement with curve linetype should be adopted in slabs if possible
在次梁与板中为有效利用无粘结预应力筋，建议在板厚许可的情况下尽量采用曲线形预应力筋。 |
| 5. | If the ordinary top longitudinal steel bars of the passed - joint hypo - beam yield , the yield will penetrate into the joint area and the slip of bar anchorage is much worse than the ordinary frame joint
但是同时，当柱上没有过柱次梁时，则会产生另类的破坏形式，例如本试验中的试件二的中节点的破坏。 |
| 6. | For the track - viaduct - ground system , we use double - beam model to calculate its dynamic response under moving load , and analyze the transmission of the vibration in the system
对于轨道一高架桥一地基系统，本文采用二次梁计算模型来计算它在移动荷载作用下的动力响应，分析了振动在系统中的产生与传播过程。 |
| 7. | In this paper , by means of reversed cyclic loading tests on the specimens of long - span floor beams system , it analyzes the behavior of long - span floor beams system during the tests
本文通过两榀大跨度预应力次梁楼盖结构体系组合构件的反复水平加载试验，分析研究了大跨度预应力次梁楼盖结构体系的受力特性。 |
| 8. | 3 the interaction of the rail system " s component is discussed furthermore . the two - dimension model is put up . the result is compared with euler beam modulus , satisfied results has got
3进一步分析了轨道系统中车轮?轨道?枕木之间的相互作用，提出了轨道系统的二次梁模型，结果与euler梁模型进行了对比，得到了良好的效果。 |
| 9. | The paper calculates and verifies the reinforced in cfrp for the main and second beam of frame construction through the actual example , anti introduces the construction proceeding and the construction craft of reinforce in cfrp
摘要通过实例对框架结构主、次梁采取粘碳纤维加固进行了结构计算验证，并对碳纤维加固施工工艺和施工要点进行了介绍。 |
| 10. | Through the analysis of the two test results of the space model specimens of the long - span pre - stressed concrete hypo - beam floor system , the thesis discuss the seismic resistant behaviors of the structure system under horizontal force
本文通过对两榀大跨度预应力次梁楼盖的空间模型试件的试验研究，探讨了该结构体系在地震水平力作用下的抗震性能。 |
