| 8层改9层框架结构地震反应分析及抗震加固对策 |
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| 引用本文： | 韩玲玲,王静,褚建斌.8层改9层框架结构地震反应分析及抗震加固对策[J].科技情报开发与经济,2010,20(3):174-176. |
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| 作者姓名： | 韩玲玲 王静 褚建斌 |
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| 作者单位： | 太原理工大学建筑与土木工程学院,山西太原,030024 |
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| 摘 要： | 对增层前后的混凝土框架结构进行了地震反应分析,指出了增层后结构的不足之处,探讨了抗震加固对策,提出将原框架结构改造为框—剪结构的方案。
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| 关 键 词： | 框架结构 框—剪结构 地震反应分析 抗震加固 |
Analysis on the Seismic Response of Frame Structure from Eight-storey to Nine-storey and the Countermeasures for Seismic Reinforcement |
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| HAN Ling-ling,WANG Jing,ZHU Jian-bin.Analysis on the Seismic Response of Frame Structure from Eight-storey to Nine-storey and the Countermeasures for Seismic Reinforcement[J].Sci-Tech Information Development & Economy,2010,20(3):174-176. |
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| Authors: | HAN Ling-ling WANG Jing ZHU Jian-bin |
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| Institution: | HAN Ling-ling,WANG Jing,ZHU Jian-bin |
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| Abstract: | This paper analyzes the seismic response of frame structure before and after storey-adding,points out the defects of the structure after storey-adding,probes into the countermeasures for seismic reinforcement,and puts forward the scheme of transforming the former frame structure into frame-shear wall structure. |
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| Keywords: | frame structure frame-shear wall structure seismic response analysis seismic reinforcement |
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