| 钢管超高强混凝土承载能力计算公式的优选 |
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| 引用本文： | 谭克锋,蒲心诚.钢管超高强混凝土承载能力计算公式的优选[J].建筑科学,2000,16(3):49-51. |
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| 作者姓名： | 谭克锋 蒲心诚 |
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| 作者单位： | 1. 西南工学院材料系,四川,绵阳,621002
2. 重庆建筑大学材料系,重庆,400045 |
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| 摘 要： | 通过实测的钢管超高强混凝土短柱的承载能力与目前常用的钢管混凝土承载能力计算公式进行了对比。结果表明，用我国ＣＥＣＳ２８－９０《钢管混凝土结构设计与施工规程》中提出的计算公式来计算钢管超高强混凝土的承载能力最为准确。
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| 关 键 词： | 钢管超高强混凝土 承载能力 钢管混凝土结构 |
Optimum Choice of Formulae for Calculating Load-bearing Capacity of Superhigh Strength Concrete Filled Steel Tubes |
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| TAN Ke-feng,PU Xin-cheng.Optimum Choice of Formulae for Calculating Load-bearing Capacity of Superhigh Strength Concrete Filled Steel Tubes[J].Building Science,2000,16(3):49-51. |
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| Authors: | TAN Ke-feng PU Xin-cheng |
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| Abstract: | The comparison results between the tested load bearing capacity of superhigh strength steel tube concrete and the calculated one of normal steel tube concrete show the calculation formula provided by the Specification of Design and Construction for Steel Tube Concrete Structures (CECS 28-90) is the most accurate. |
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| Keywords: | steel tube super-high-strength concrete load bearing capacity |
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