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1·Transfer girder co-works with the structures above and below.

转换梁和上、下部结构有明显的共同工作特性。

2·The deflection and the crack width of the SRC transfer girder are calculated.

验算钢骨混凝土转换梁的挠度和裂缝宽度。

3·Combining with an engineering instance, basing on the current specifications and a certain construction, the transfer girder structure is analyzed by the method of finite element.

根据现有规范规定，结合工程实例，本文提出了钢骨转换梁与上部剪力墙共同作用的结构的截面极限承载力的计算方法；

4·The steel framed reinforced concrete column partially penetrates into the transfer girder, whose build-in effect to the column enhances with the increase of the penetrating length.

钢骨柱部分伸进转换梁中，随着钢骨伸进转换梁中长度的增加，转换梁对钢骨的包裹嵌固作用增强。

5·The field transfer matrix and point matrix are derived, and the inner force, stress and deflection of thin-walled box girder are recursivly calculated.

提出一种薄壁箱梁剪力滞后分析的传递矩阵法，实现了连续箱梁桥位移、应力及内力的一维递推求解，给出了相应的场矩阵和点矩阵。

6·The results show that the failure mechanism of SRC girder transfer floor is better than that of RC girder transfer floor.

结果表明，SRC梁式托柱转换层结构的破坏机制优于rc梁式托柱转换层结构。

7·The box transfer story can be simplified into wall model of common girt strip, beam model of common girt strip and open-frame girder model of compound beam according to different project situations.

根据工程情况不同，可将箱形转换层简化为普通肋梁墙模型、普通肋梁梁模型和组合梁的空腹桁架模型。

8·Supporting system used in most of the girder transfer floor construction in high-rise building is steel pipe with fastener.

在高层建筑梁式转换层的施工中，多用扣件式钢管支撑系统。

9·The structure features of bearing column girder transfer floor such as large section and complicated mechanical behaviors are introduced, which realize the transfer of structural axes.

介绍了托柱梁式转换层结构实现了上下层结构柱网改变、截面大、结构受力复杂等结构形式特点；

10·Through project case, the paper discusses on structural design of girder transfer floor as well as its structural members.

介绍梁式转换层结构特点及结构形式，通过工程实例论述梁式转换层结构的设计要点和结构构件设计，以供借鉴。