| 钢筋混凝土框架电算结果的人工调整 |
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| 引用本文： | 李涛.钢筋混凝土框架电算结果的人工调整[J].工业安全与环保,2003,29(1):32-33. |
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| 作者姓名： | 李涛 |
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| 作者单位： | 武汉安全环保研究院,武汉,430081 |
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| 摘 要： | 根据钢筋混凝土多层框架的设计经验和设计规范，对如何调整电算结果中的梁，柱截面尺寸，配筋率，裂缝宽度和梁，柱配筋等问题进行探讨，并提出相应的建议。
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| 关 键 词： | 钢筋混凝土 电算结果 钢筋混凝土框架 计算机辅助设计 人工调整 CAD 结构设计 |
| 修稿时间： | 2001年7月26日 |
Artificial Adjustment to the Computer Calculated Results of the Reinforced Concrete Frame |
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| Li Tao.Artificial Adjustment to the Computer Calculated Results of the Reinforced Concrete Frame[J].Industrial Safety and Dust Control,2003,29(1):32-33. |
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| Authors: | Li Tao |
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| Institution: | Wuhan Safety & Environmental Protection Research Institute Wuhan 430081 |
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| Abstract: | According to the design experience and design criterion of multilayer frame made of reinforced concrete,the issues of how to adjust the section dimension of the beams and columns,the ratio of the compounding reinforced steel bar,the crack width and the compounding reinforced steel bar about columns in the computer calculated results are discussed and the corresponding proposals are put forward. |
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| Keywords: | reiforced concrete frame computer aided design artificial adjustment |
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