| 钢筋砼异形柱轴压比限值分析研究 |
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| 引用本文： | 肖常安.钢筋砼异形柱轴压比限值分析研究[J].贵州工业大学学报(自然科学版),1999,28(4):91-97. |
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| 作者姓名： | 肖常安 |
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| 作者单位： | 贵州工业大学土建系,贵阳,550003 |
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| 摘 要： | 从大、小偏心受压构件截面的界限破坏条件出发，导出了钢筋砼异形截面柱轴压比限值的计算公式。通过算例分析，指出了戴教芳等刚度矩形截面柱轴压比限值调整方案中存在的问题，并对钢筋砼异形截面柱抗震设计的轴压比限值提出了设计建议。
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| 关 键 词： | 异形柱 轴压比 轴压比限值 标准值 设计值 |
Study of the Limit Value of Axial Compression Ratio of Reinforced Concrete Special-Shaped Columns |
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| XIAO Chang-an.Study of the Limit Value of Axial Compression Ratio of Reinforced Concrete Special-Shaped Columns[J].Journal of Guizhou University of Technology(Natural Science Edition),1999,28(4):91-97. |
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| Authors: | XIAO Chang-an |
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| Abstract: | On the basis of the limit failure conditions of the section of eccentric compression members, this paper derives the formulas about the limit value of axial compression ratio of the section of reinforced special shaped columns.It analyzes the examples presented in the adjustment programs of value axial compression ratio for the rigid columns with rectangular section in DEI Jiao fan(1996);and puts forward suggestions for limit value of axial compression ratio on earthquake resistant design of reinforced concrete special-shaped columns. |
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| Keywords: | special-shaped column axial compression ratio limit value of axial compression ratio standard value design value |
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