| 住宅异形柱框架结构设计 |
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| 引用本文： | 张亚吉.住宅异形柱框架结构设计[J].福州大学学报(自然科学版),1996(6):66-71. |
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| 作者姓名： | 张亚吉 |
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| 作者单位： | 福州大学土木建筑设计研究院 |
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| 摘 要： | 讨论了异形柱框架结构的受力特点和一般规定，并提出异形柱截面尺寸的建议，探讨了把异形柱按双向等刚度原则换算为矩形柱后进行空间分析，以及柱轴压比限值，构造配筋率控制值和配筋方法等问题，供工程设计时参考．
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| 关 键 词： | 住宅 异形柱 框架 双向等刚度． |
Design of Non-Rectangular Columns in Frame-Structured Houses |
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| Zhang Yaji.Design of Non-Rectangular Columns in Frame-Structured Houses[J].Journal of Fuzhou University(Natural Science Edition),1996(6):66-71. |
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| Authors: | Zhang Yaji |
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| Institution: | Zhang Yaji(Civil Engineering and Architecture Design and Research Institute,Fuzhou University,Fuzhou, 350002) |
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| Abstract: | This paper briefly discusses the mechanic behaviour and general rules of the non-rectangular columns in frame sructure.Some suggestions about the cross-section dimensions of non-rectangular columns are also presented.Investigation on changing non-rectangular columns into rectangular columns by means of two-way equivalent rigidity,the maximum value of axial stress/design strength,the control value of minimum ratio of rebars and the methd of steel arrangement are made as referece for pratical engineering design. |
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| Keywords: | house non-rectangular columns frame two-way equivalent rigidity |
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