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| 我国混凝土结构“强柱弱梁”抗震措施合理性分析 | |
| 引用本文： | 刘小映,李凤武,范云蕾. 我国混凝土结构“强柱弱梁”抗震措施合理性分析[J]. 福建建设科技, 2007, 0(3): 32-33 |
| 作者姓名： | 刘小映 李凤武 范云蕾 |
| 作者单位： | 1. 湖南大学基建处 2. 湖南省建筑设计院 3. 湖南大学土木工程学院,长沙,410082 |
| 摘 要： | 为了保证在大震作用下框架结构的稳定性,本文借鉴欧洲规范EC8“柱-梁承载力级差系数”的取值,提出了对部分抗震等级的框架结构的柱端抗弯能力增强系数应予以提高,以降低框架柱屈服的可能性。 |
| 关 键 词： | 结构抗震设计 承载力级差设计 抗震措施 强柱弱梁 |
| 收稿时间： | 2007-03-09 |
Rationality analysis on seismic fortification measures about "strong column-weak beam" for concrete structures in China |
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| Liu xiaoying etle. Rationality analysis on seismic fortification measures about "strong column-weak beam" for concrete structures in China[J]. Fujian Construction Science & Technology, 2007, 0(3): 32-33 | |
| Authors: | Liu xiaoying etle |
| Affiliation: | Liu xiaoying etle |
| Abstract: | To guarantee the stability of the frame in strong earthquake motion, and on the basis of analysis on the coefficients by the European Prestandard Euroeode 8, it is advised that the moment amplification coefficients at the bottom sections of columns for frame structures in some seismic intensity be increased to reduce the possibility of the frame column yielding. |
| Keywords: | structual seismic design capacity design seismic fortification measures strong column -weak beam |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |