建筑结构学报2001，Vol.22Issue(2)：8-17,10.
高层建筑转换梁结构承载能力及配筋方法的试验研究
Experimental Research on Loading Capacity and Reinforcing Method of Transfer Beam in Highrise Buildins
摘要
Abstract
based on the experimental research of three transfer beam models, this paper analyses the determination of sections,reinforcing methods and anchoring of bars at the beam end of transfer beams in highrise buildings. The experimental results of full span wall on transfer beam show that there is interaction between the beam and the shear walls above.The flexural capacity of beam and shear capacity of both beam and the wall above is quite sufficent while the ultimate destruction arises from local pressure failure at the bottom of shear wall near the column.The experimental results and analytical results by finite element method of partial span wall on transfer beam show that the shear capactiy of the partial transfer beam without shear wall above detemines the loading capactiy of whole transfer structure, and there is joint action between structural wall on the transfer beam and the beam itself,which should be designed with the finite element method.关键词
高层建筑/转换梁/试验研究/配筋方法/承载能力分类
建筑与水利引用本文复制引用
王森,魏琏,韦承基..高层建筑转换梁结构承载能力及配筋方法的试验研究[J].建筑结构学报,2001,22(2):8-17,10.
