New method of tilt jack angle steel location of half - dig cross - pillar base 半掏挖斜柱基础斜插角钢定位新方法
Experimental study on seismic behaviors of transfer floor from inclined column to framed short - leg shear wall 框支短肢剪力墙结构中斜柱转换结构的抗震试验研究
As far as the hollow inclined column - wall transfer r . c joint is concerned , the paper introduced the truss model to calculate the internal forces of transfer beam , inclined column and square column 在有孔斜柱转换节点中引入了桁架模型以确定转换梁、斜柱及方柱的内力。
The result indicate that there is much difference between the hollow inclined column - wall transfer r . c joint and the solid inclined column - wall transfer r . c joint on the mechanism of load transfer 结果表明有孔斜柱转换节点和无孔斜柱转换接点的竖向受力性能和传力机制存在着明显的差异。
In the test , the stress distributions of wall which is upon the transfer beam and square column and the vertical stress distributions of transfer beam and inclined column are specially studied 试验重点研究了两类节点中薄壁柱与方柱和转换梁相接处的竖向应力状态、转换梁应力状态以及斜柱和方柱的应力状态。