| 钢骨混凝土柱轴压比限值的研究 |
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| 引用本文： | 陈瑞生,袁超,单玉川,郑学斌. 钢骨混凝土柱轴压比限值的研究[J]. 浙江工业大学学报, 2004, 32(1): 16-19 |
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| 作者姓名： | 陈瑞生 袁超 单玉川 郑学斌 |
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| 作者单位： | 1. 浙江工业大学,建筑设计研究院,浙江,杭州,310032
2. 浙江工业大学,浙江,杭州,310032 |
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| 摘 要： | 从钢骨混凝土受压柱延性破坏的角度出发,利用平截面假定、平衡条件推导钢骨混凝土柱轴压比限值的计算公式,并同钢筋混凝土的轴压比限值进行比较,提出在不同抗震等级下的钢骨混凝土柱轴压比限值.
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| 关 键 词： | 钢骨混凝土柱 平截面假定 大偏心 轴压比 |
| 文章编号： | 1006-4303(2004)01-0016-04 |
| 修稿时间： | 2003-03-13 |
Study of limit values of axial compression ratio for steel reinforced concrete column |
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| CHEN Rui-sheng,YUAN Chao,SHAN Yu-chuan,ZHENG Xue-bin. Study of limit values of axial compression ratio for steel reinforced concrete column[J]. Journal of Zhejiang University of Technology, 2004, 32(1): 16-19 |
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| Authors: | CHEN Rui-sheng YUAN Chao SHAN Yu-chuan ZHENG Xue-bin |
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| Affiliation: | CHEN Rui-sheng~1,YUAN Chao~2,SHAN Yu-chuan~1,ZHENG Xue-bin~1 |
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| Abstract: | The theoretical calculation formulas of limit values of axial compression ratio for steel reinforced concrete column based on the balanced condition of internal forces and the supposition of plain section in the case of ductile failure are derived. Compared with reinforced concrete,the limit values of axial compression ratio are given in various seismic behavior. |
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| Keywords: | steel reinforced concrete column axial compression ratio |
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