| 钢筋混凝土有边框剪力墙抗剪因素分析 |
| |
| 引用本文： | 王晓光,陈红,韩秀彬,张俊杰,牛卉.钢筋混凝土有边框剪力墙抗剪因素分析[J].黑龙江科技学院学报,1998(4). |
| |
| 作者姓名： | 王晓光 陈红 韩秀彬 张俊杰 牛卉 |
| |
| 作者单位： | 中国建筑第一工程局，鸡西市职工大学，鸡西市住宅建筑设计院 |
| |
| 摘 要： | 依据试验资料论述钢筋混凝土有边框剪力墙的工作机理和强度性能，综合分析剪跨比、配筋率、混凝土强度等因素对剪力墙抗剪强度的影响。
|
| 关 键 词： | 剪力墙 剪跨比 抗剪强度 混凝土 钢筋 |
Analysis of the Factors Concerning the Shearing Strength of Reinforced Concrete Structure with Side-frame-wall |
| |
| Wang Xiaoguang, Cheng Hong.Analysis of the Factors Concerning the Shearing Strength of Reinforced Concrete Structure with Side-frame-wall[J].Journal of Heilongjiang Institute of Science and Technology,1998(4). |
| |
| Authors: | Wang Xiaoguang Cheng Hong |
| |
| Institution: | Wang Xiaoguang; Cheng Hong(Civil Engineering Dept.) (China No. 1 Construction Project Bureau)Han Xiubin; Zhang Junjie(Jixi Staff and Workers College) (Civil Engineering Dept.)Niu Hui(Jixi Housing Building Design Institute) |
| |
| Abstract: | Based on the testing data, the paper is concerned with the working mechan-ic and performance of reinforced concrete structure with side-frame- wall and offers acombined analysis of the effect of shearing -span-ratio, reinforce rate, concretestrength on the shearing strength of the structure. |
| |
| Keywords: | side-frame-wall concrete reinforcing bar shear-span-ratio shearing strength |
| 本文献已被 CNKI 等数据库收录！ |
