| 钢筋混凝土小偏心受压构件对称配筋计算方法分析 |
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| 引用本文： | 戴旭谦,周云鹏.钢筋混凝土小偏心受压构件对称配筋计算方法分析[J].新疆农业大学学报,1990(2). |
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| 作者姓名： | 戴旭谦 周云鹏 |
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| 作者单位： | 兵团建筑设计分院，八一农学院水利系 |
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| 摘 要： | 本文对新的国家标准《砼结构设计规范》中,关于小偏心受压构件对称配筋时的各种计算方法进行了分析,提出了“ζ”值的直接求解法。同时,对各种计算方法存在的问题进行了分析探讨,并提出了处理的方法和建议。按照本文的分析结果,设计者和研究者可根据不同的精度要求,选用不同的方法进行电算或手算。
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| 关 键 词： | 新规范 小偏心受压 对称配筋 计算方法 |
Analysis on the Computing Method of Sym-Reinforcing with the Micro-Excentral Reinforced Concrete Compression Member |
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| Dai Xuqian Zho Yunpeng.Analysis on the Computing Method of Sym-Reinforcing with the Micro-Excentral Reinforced Concrete Compression Member[J].Journal of Xinjiang Agricultural University,1990(2). |
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| Authors: | Dai Xuqian Zho Yunpeng |
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| Institution: | Dpartment of Water Conservance |
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| Abstract: | Various computing methods, published in the new national standard'Design standard of reinforced concrete', of the sym-reinforcing withthe micro-excentral components are analysed in this paper, and a directsolution of 'E' value is developed. The problems in different methods areanalysed, and treatment methods as well as suggestions are presented.Following the results presented in the paper, designer and researchercan select different methods to calculate by different acuracy requirements. |
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| Keywords: | new standard micro-excentral compression sym-reinforcing computing method |
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