| 框剪结构抗震性能的改善 |
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| 引用本文： | 高公略,曹永.框剪结构抗震性能的改善[J].江苏广播电视大学学报,2001,12(6):47-49,65. |
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| 作者姓名： | 高公略 曹永 |
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| 作者单位： | [1]淮海工学院，江苏连云港222005 [2]江苏广播电视大学，江苏南京210013 |
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| 摘 要： | 通过对框剪结构的受力分析，提出了抗震概念设计的一般原则，并针对框剪结构提出了诸多改善抗震性能的措施和设计方法。
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| 关 键 词： | 框剪结构 抗震性能 延性分析 楼层 屈服强度系数 耗能机构 框架剪力墙 |
The Improvement of Seismic Characteristic of Reinforced Concrete Frame-shear Structure |
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| GAO Gong lue ,CAO Yong.The Improvement of Seismic Characteristic of Reinforced Concrete Frame-shear Structure[J].Journal of Jiangsu Radio & Television University,2001,12(6):47-49,65. |
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| Authors: | GAO Gong lue CAO Yong |
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| Institution: | GAO Gong lue 1,CAO Yong 2 |
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| Abstract: | Based on the seismic analysis of the frame shear structure, the general seismic design principle is presented, and some methods that improve seismic characteristic of the frame-shear structure are proposed. |
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| Keywords: | ductility analysis yield strength coefficient energy consumption agency |
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