| 钢筋混凝土框架梁柱节点的抗震加固 |
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| 引用本文： | 李视令,梁发云. 钢筋混凝土框架梁柱节点的抗震加固[J]. 建筑技术, 2001, 32(6): 375-377 |
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| 作者姓名： | 李视令 梁发云 |
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| 作者单位： | 上海克虏伯不锈钢有限公司 |
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| 摘 要： | 钢筋混凝土框架结构的节点在地震情况下最易受损的部分，对其受力特点，影响因素，变形情况，延性及破坏形式进行分析研究的结论是，改善抗震性能应主要从强度和延性入手，各种加固方法有其自身的特点，应根据工程具体情况加以选择。
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| 关 键 词： | 框架结构 节点 抗震加固 钢筋混凝土 梁 柱 |
| 文章编号： | 1000-4726(2001)06-0375-03 |
| 修稿时间： | 2000-02-17 |
ASEISMATIC STRENGTHENING OF BEAM-COLUMN CONNECTION OF REINFORCED CONCRETE FRAME STRUCTURE |
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| LI Shiling LIANG Fayun. ASEISMATIC STRENGTHENING OF BEAM-COLUMN CONNECTION OF REINFORCED CONCRETE FRAME STRUCTURE[J]. Architecture Technology, 2001, 32(6): 375-377 |
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| Authors: | LI Shiling LIANG Fayun |
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| Affiliation: | LI Shiling LIANG Fayun |
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| Abstract: | Beam-column connection of reinforced concrete frame structure are parts easily to be damaged when earthquake occurs.After analyzing the form of subjected force, affecting factors,ductility and damaging style conclusion is drawn that ductility and strength are key factors to improve quake proof ability of the connections.Appropriate reinforcing method shall be selected according to the feature of particular project because verity of reinforcement method has their unique advantages. |
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| Keywords: | frame structure connections of beam-column quake proof strengthening |
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