| 某续建高层混凝土结构抗震加固设计 |
| |
| 引用本文： | 刘江涛. 某续建高层混凝土结构抗震加固设计[J]. 山西建筑, 2006, 32(11): 48-49 |
| |
| 作者姓名： | 刘江涛 |
| |
| 作者单位： | 阳泉市抗震防灾办公室,山西,阳泉,045000 |
| |
| 摘 要： | 针对某续建高层混凝土结构抗震加固设计作了定量分析，对采用碳纤维布加固提高框架柱体积配箍率提出了具体计算方法，介绍了高层混凝土结构抗震加固设计的一般处理措施，可供类似工程参考。
|
| 关 键 词： | 续建高层 抗震加固 碳纤维布 框架柱 体积配箍率 柱轴压 |
| 文章编号： | 1009-6825(2006)11-0048-02 |
| 收稿时间： | 2005-11-14 |
| 修稿时间： | 2005-11-14 |
Anti-knock design for continued high-rise concrete structure |
| |
| LIU Jiang-tao. Anti-knock design for continued high-rise concrete structure[J]. Shanxi Architecture, 2006, 32(11): 48-49 |
| |
| Authors: | LIU Jiang-tao |
| |
| Affiliation: | LIU Jiang-tao |
| |
| Abstract: | Quantitative analysis is done according to continued high-rise concrete structure, puts forward specific calculating method for increasing volume distributed ratio of frame pole applying for carbon cloth, and introduces common treatment for antiknock design of high-rise concrete structure, which can be referred for similar engineering. |
| |
| Keywords: | continued high-rise anti-knock reinforcement carbon cloth frame pole volume distributed ratio axis pressure of pole |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
