| 1. | 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 |
| 2. | 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 |
| 3. | 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。 |
| 4. | 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。 |
| 5. | 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。 |
| 6. | In the paper , the method of equivalent stress is adopted to confirm the outside force of the truss model , and the factor of the angle of inclined column is considered . a design method of the wall was suggested
采用等效应力法确定了桁架模型的外力，即薄壁柱传来的荷载，其中考虑了斜柱的倾角以及反映薄壁柱与转换梁共同作用的薄壁柱端部塑性发展系数的影响。 |
| 7. | As far as he hollow inclined column - wall transfer r . c joint is concerned , the stress state of transfer beam is very critical , because it bears not only the vertical load transferred from the wall , but also the axial load initiated by the inclined column
对有孔斜柱转换节点而言，转换梁的受力最为不利，它不仅承担由薄壁柱传来的垂直荷载，而且还承担由斜柱水平分力引起的轴向拉力，即截面上有弯矩、剪力和轴力的共同作用。 |
| 8. | As far as the solid inclined column - wall transfer r . c joint is concerned , the inclined column with a bigger angle 、 transfer beam and square column work as a whole , and the load transfer mechanism is similar to the transfer beam . the stress state in the wall is much more even , so the effect of transfer is much better than that of the hollow inclined column - wall transfer r . c joint
对无孔斜柱转换节点而言，由于斜柱与转换梁和方柱形成了一个整体，而且斜柱角度较大，因而其传力机制和加腋的转换梁类似，但薄壁柱中的应力分布更为均匀，转换效果更好。 |
| 9. | According to test results of two specimens of local transfer rc joint from inclined column to beeline - shaped wall under vertical static loads and results of corresponding finite element analysis ( ansys ) , fundamental behaviors of the joint are achieved , which include paths of vertical load transfer before and after cracking , stress distributions , occurrence and development of cracks and final failure mode of the joint
本文通过两个钢筋混凝土斜柱?一字形薄壁柱局部转换节点在竖向荷载作用下的静力试验以及有限元分析，获得了该节点的基本性能，其中包括开裂前后的竖向荷载的传递路径、试件应力分布，裂缝的发生、发展，及试件最后的破坏形态等。 |
| 10. | According to the pseudo static tests on two specimens of transfer floor from inclined column to framed short - leg shear wall , which are subjected to the vertical loads and the horizontal cyclic loads , in this paper the stress distributions , final failure model of the specimens , paths of the load transfer and the mechanical behaviors of the transfer beam are studied in detail , the ductility and energy dissipation of the specimens are also specially studied
摘要通过对两榀框支短肢剪力墙斜柱转换结构在竖向荷载及水平低周反复荷载共同作用下的拟静力试验，分析了试件的应力分布状态、破坏形态、荷载传递规律以及转换梁的受力性能和试件的抗震性能。 |
