| 1. | Welcome to our website ! ! your position : column ornaments square column
您的位置金马柱饰方柱内 |
| 2. | Strengthening reinforced concrete square columns wrapped with domestic carbon fiber sheets
国产碳纤维布加固钢筋混凝土方柱受力试验 |
| 3. | The results indicate that the confinement of cfs increases the compressive strength and ductility of reinforced concrete square columns remarkably
结果表明：碳纤维布包裹加固钢筋混凝土方柱，能有效提高其轴心抗压极限承载力，大大改善其延性。 |
| 4. | The crash tests of different thickness , number , length steel panel and different section , number , length , thickness square column are simulated
对不同厚度、不同数量、不同长度的受冲钢板，以及不同剖面尺寸、不同板厚、不同数量的方形梁进行了仿真分析研究。 |
| 5. | 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。 |
| 6. | 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。 |
| 7. | Based on the experiment of strengthening axial compression reinforced concrete square columns wrapped with domestic carbon fiber sheet ( cfs ) , stress - strain relation of concrete confined and factors of influencing strengthening efficiency are analyzed
摘要通过对采用国产碳纤维布包裹加固的钢筋混凝士轴心受压方柱进行试验研究，分析了方柱受力变形特点及影响加固效果的多种因素。 |
| 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. | To investigate the punching shear behavior of slab - column connections with nonrectangular columns , an experiment on the three specimens of column with three kinds of typical special - shaped cross - section ( cross - shaped section , t - shaped section and l - shaped section ) , which were connected with reinforced concrete slabs , and reference specimens with square columns was conducted
摘要为了研究柱截面形式为异形柱的板柱连接冲切受力性能，进行了柱截面形状分别为3种典型异形柱（十字形、 t形和l形）和对比方柱所构成的板柱连接的冲切特性试验。 |
| 10. | The difference between axial compressive capacity of beam - column joints and that of columns is introduced when joints are strengthened by various measures . influence of shapes , spiral hoops and ratio of beam depth to side dimension of square column upon axial compressive capacity of beam - column joints is discussed . then economy and security of the relative article in current code are demonstrated and the design recommendations of beam - column joints are given
本文通过6个不同强度等级混凝土梁柱节点试验，了解在不同的加强措施情况下，节点区的轴心抗压承载力与柱的理论轴心抗压承载力的差异，探讨了角钢、螺旋箍筋及梁高与柱截面尺寸的比值h c对节点区轴心抗压承载性能的影响，验证了我国现行规范有关条款的安全性和经济性，并且在此基础上，为不同强度等级混凝土梁柱节点的设计提出了相关建议。 |
