EXPERIMENTAL STUDY ON CFST ARCHES UNDER SYMMETRICAL FIVE CONCENTRATED LOADS IN-PLANE

机译：对称五集中载荷作用下钢管混凝土拱的试验研究

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Steel tubular arch models with and without filled concete under five symmetrical concentrated loads in-plane were tested and analyzed. Research results show that the promotion effect of filled concrete in steel tube to strength and stiffness is significantly.

机译：测试和分析了在平面上五个对称集中载荷下具有和不具有填充概念的钢管拱模型。研究结果表明，钢管混凝土对强度和刚度的促进作用显着。

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来源
《International Conference on Steel-Concrete Composite and Hybrid Structures; 20060812-14; Harbin(CN)》|2006年|P.254-258|共5页
会议地点 Harbin(CN)
作者
Wei Jiangang; Chen Baochun;
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作者单位

College of Civil Engineering and Architecture, Fuzhou University, Fuzhou, Fujian, 350002, China;

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会议组织
原文格式 PDF
正文语种 eng
中图分类混凝土结构、钢筋混凝土结构;
关键词
CFST; arch; experiments; strength; stiffness;

机译：CFST；拱；实验；强度；刚度;

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机译：对称五个集中荷载下CFST拱的CFST拱的实验研究
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EXPERIMENTAL STUDY ON CFST ARCHES UNDER SYMMETRICAL FIVE CONCENTRATED LOADS IN-PLANE

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