| 掲載雑誌（和）： | 日本地震工学シンポジウム論文集 |
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| Vol： | 10-3巻 |
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| 年： |
1998年
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| 頁： |
3005-3008頁
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| 著者（和）： |
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| タイトル（和）： |
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| 抄録（和）： |
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| キーワード（和）： |
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| 掲載雑誌（英）： |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| 著者（英）： |
Tong ZHAO,Fuquan XU,Hong GUO,Jichang LlU
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| タイトル（英）： |
THE DESIGN OF A 7-STORY BRICK BUILDING WITH FRAME SUPPORTED STORIES IN SEISMIC AREA
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| 抄録（英）： |
This paper discusses the design of a 7-story brick building with frame supported stories in seismic area. The lateral stiffness and ultimate shear force coefficient of the frame supported stories with no shear wall are much less than those of the upper five stories of the building. The damage of the building is predicted to be near to collapse. When two shear walls are added to the bottom two stories, the building may be medium-damage and near to slight-damage. It is suggested that the frame supported stories must be frame-shear wall system in seismic area.
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| キーワード（英）： |
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| 記事区分： |
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| 区分： |
委員会論文集 |
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