| 钢筋混凝土框、排架结构温度伸缩缝间距的研究 |
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| 引用本文： | 刘文辉,黎建军,宋丽.钢筋混凝土框、排架结构温度伸缩缝间距的研究[J].洛阳工业高等专科学校学报,2003,13(3):26-29. |
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| 作者姓名： | 刘文辉 黎建军 宋丽 |
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| 作者单位： | 1. 西安交通大学,陕西,西安,710049
2. 中宁供电局,宁夏,中宁,751200 |
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| 摘 要： | 通过编制钢筋混凝土框、排架结构温度作用非线性分析程序，对温度作用下框、排架结构温度效应进行了较为深入的研究．通过大量的计算，得出了框架结构及排架结构在高温差、中温差、低温差作用下伸缩缝间距的合理取值．并简要介绍了超长钢筋混凝土框、排架结构温度作用设计方法．
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| 关 键 词： | 钢筋混凝土 排架结构 温度伸缩缝 伸缩缝间距 框架结构 设计 |
| 文章编号： | 1008-8814(2003)03-0026-04 |
| 修稿时间： | 2003年4月7日 |
Research of Reinforced Concrete Frame and Bent Structures Temperature Joint Distance |
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| LIU Wen-hui,LI Jian-jun,SONG Li.Research of Reinforced Concrete Frame and Bent Structures Temperature Joint Distance[J].Journal of Luoyang Technology College,2003,13(3):26-29. |
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| Authors: | LIU Wen-hui LI Jian-jun SONG Li |
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| Institution: | LIU Wen-hui,LI Jian-jun2,SONG Li1 |
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| Abstract: | In this paper, a nonlinear program analyzing reinforced concrete frame and bent structures under temperature action are developed. And the temperature effect on these structures is also studied. Through enough computation, reasonable values of the joint distance of frame and bent structures under high, mediate and low temperature action are attained. Also design of super-length reinforced concrete frame and bent structures under temperature action are introduced. |
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| Keywords: | Reinforced concrete Rame structure Bent structure Temperature action Expansion and contraction joint distance |
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