首页> 外文会议>International Conference on Steel-Concrete Composite and Hybrid Structures; 20060812-14; Harbin(CN) >THE EXPERIMENT STUDY ON NEW CONSTRUCTION OF CONNECTION BETWEEN CONCRETE BEAMS WITH STEEL RECTANGULAR TUBE COLUMN FILLED IN CONCRETE
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THE EXPERIMENT STUDY ON NEW CONSTRUCTION OF CONNECTION BETWEEN CONCRETE BEAMS WITH STEEL RECTANGULAR TUBE COLUMN FILLED IN CONCRETE

机译:矩形钢管混凝土柱与混凝土梁连接新型结构的试验研究

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摘要

A new type of connection between rectangular concrete-filled tubular column and reinforced concrete beam was proposed. One specimen with 1: 3 scale of modeling for the practical project has been tested. The test setup of X-shape has been adopted to realize the cyclic load. The experimental phenomena and the strain distribution on different parts of specimen were obtained from the test. Additionally, hysteretic curve of joint between column and beam under cyclic loads was plotted and anti-seismic performance of joint has been discussed. The preliminary experimental results indicate that this kind of joint has reliable performance and it is simple to be constructed.
机译:提出了矩形钢管混凝土柱与钢筋混凝土梁之间的新型连接方式。已测试了一个具有1:3比例的实际项目建模样本。采用X形的测试装置来实现循环载荷。从试验中获得了实验现象和试样不同部位的应变分布。此外,绘制了循环荷载作用下柱与梁之间节点的滞后曲线,并讨论了节点的抗震性能。初步的实验结果表明,这种接头性能可靠,构造简单。

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