| 1. | Front skirt rail
前围裙边梁 |
| 2. | Side skirt rail
侧围裙边梁 |
| 3. | Rear skirt rail
后围裙边梁 |
| 4. | 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 |
| 5. | In this paper , the steps and frame of analysis and design is presented and the influence of column capital , drop panel , edge beam and flat beam on structural analysis is introduced
在本文中，还给出了预应力混凝土板柱结构用等代框架法进行分析和设计的步骤和框图，阐述了柱帽、托板、边梁、扁梁对结构内力分析的影响。 |
| 6. | Then the shear and torsion strength of the beams and the number of stirrups were checked . the program for this system is pragmatic because it includes some cases that are always met in practice
本文所编制的预应力混凝土井字梁计算机辅助设计系统考虑了实际工程中常遇到的边梁扭矩较大、预应力筋相碰等问题，因此具有实用性。 |
| 7. | The more severe deterioration parts of bridges are the side beams of bridges . the main cause of this is that the drainages of bridges is not good . that causes freeze - thaw damages and other bridge diseases
病害比较严重的部位多发生在桥两侧面的边梁，造成此现象的主要原因是桥面排水不畅，产生冻融破坏，并引起其他的病害。 |
| 8. | The method for design thin - wall core box cast - in - site concrete hollow floor using common structural computing software is put forward and the scale for the magnifying stiffness coefficient of the spandrel beam and middle beam is discussed
5 、提出了采用常用的结构计算软件计算薄壁箱体现浇混凝土空心楼盖设计的方法,提出了边梁和中梁刚度放大系数的建议。 |
| 9. | Meanwhile , the rotational capability of the plastic hinge on the end of the passed - joint hypo - beam determine the capability of dissipation earthquake energy and occurrence of the process of internal force redistributing in the last period under earthquake force of the structure system in this test
3 .边梁的抗扭性能和梁端“扭转塑性铰”的转动性能对整个结构抗震性能的影响至关重要,因而在工程设计中应注意边梁的抗扭设计 |
| 10. | Meanwhile , arched roof is generally set on beam at the top of pillar . since column adaptor may has displacement ( specially horizontal displacement ) , load - carrying capability of the structure will step down , and bending rigidity of the column also has emphatic influence on it
同时，拱型屋盖一般是通过边梁支承在柱子上，由于柱顶产生位移(尤其是水平位移) ，支承在柱子上的拱型屋盖的承载力较固定支座的拱型屋盖有所降低。 |
