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结构胶植筋混凝土柱受往复荷载作用的试验研究
Bearing Capacity of RC Columns with Chemical-Post-installed Longitudinal Rebars Under Cyclic Load
【摘要】 介绍了JGN ,QS C ,HY1 5 0 ,RE5 0 0四种结构胶植筋混凝土柱在往复荷载下的试验研究 ,并与非植筋的整浇钢筋混凝土柱受力性能进行了比较。结果表明 ,在 1 5d锚固深度下 ,各试件在破坏形态、极限承载力、延性和耗能能力等方面相差不多。
【Abstract】 This paper presents the experimental research of RC columns with postinstalled chemically bonded longitudinal rebars under reciprocating load,and compares the results with that of cast-in-place column.From the experiment results,failure model,capacity,ductility and energy-absorbing capacity of all members are similar with 15 d embedded depth.The performance of postinstalled chemically bonded rebars columns with 15 d embedded depth is also similar with that of cast-in-place column.
【关键词】 混凝土柱;
结构胶植筋;
往复荷载;
延性;
试验研究;
【Key words】 concrete column; postinstalled chemically rebar; reciprocating load; ductility; experimental research;
【Key words】 concrete column; postinstalled chemically rebar; reciprocating load; ductility; experimental research;
- 【文献出处】 建筑结构 ,Building Structure , 编辑部邮箱 ,2003年10期
- 【分类号】TU375.3
- 【被引频次】29
- 【下载频次】183