Experimental study on bearing capacity of steel-encased concrete filled GFRP tubular middle-long column subjected to eccentric compression load

被引：0
|
作者：
School of Civil Engineering, Shenyang Jianzhu University, Shenyang [1 ]
110168, China
机构：
来源：
Jianzhu Jiegou Xuebao | / 262-268期
关键词：
Compendex;
D O I：
10.14006/j.jzjgxb.2015.S1.040
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学科分类号：
摘要：
Bearing capacity
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