Performance of large circular reinforced concrete columns under compression

Tai-Kuang Lee; Cheng-Cheng Chen; Austin D. E. PanKen HwaMichael J. L. Ma

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Performance of large circular reinforced concrete columns under compression

机译：Performance of large circular reinforced concrete columns under compression

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Six sets of large-scale circular reinforced concrete column sections were tested under monotonically axial compression. The primary variables were the transverse reinforcement class (spiral or circular tie), splice type and crossties. The equivalent volumetric ratio of transverse steel bar for two crosstie types is proposed and findings for practical design are outlined in this paper.

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来源
《Magazine of concrete research》 |2013年第8期|519-527|共9页
作者
Tai-Kuang Lee; Cheng-Cheng Chen; Austin D. E. PanKen HwaMichael J. L. Ma;
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作者单位

Department of Construction Engineering, National Taiwan University of Science and Technology, Taipei, Taiwan;

Architecture and Building Research Institute, Ministry of the Interior, New Taipei City, Taiwan;

Technical Services Division, Western Region Infrastructure Sector, Abu Dhabi, United Arab EmiratesDepartment of Architecture, Taoyuan Innovation Institute of Technology, Taoyuan, TaiwanT.Y. Lin Taiwan Consulting Engineers, Taipei, Taiwan;

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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种英语
中图分类建筑施工;
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Performance of large circular reinforced concrete columns under compression

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