| 底部框架-抗震墙房屋框架地震剪力的计算 |
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| 引用本文： | 郭秋生,白健红.底部框架-抗震墙房屋框架地震剪力的计算[J].工业建筑,2002,32(9):32-33. |
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| 作者姓名： | 郭秋生 白健红 |
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| 作者单位： | 1. 北京市建设职工大学,北京,100026
2. 北京市建设工程质量监督总站,北京,100073 |
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| 摘 要： | 对底部框架 -抗震墙房屋框架所承担的地震剪力计算方法进行了讨论。指出当底部只有一层框架 -抗震墙以及底部有两层框架 -抗震墙 ,但其抗震墙高宽比h b≤ 1时 ,框架承担的地震剪力可按各抗侧力构件的侧向刚度比例分配。而对于抗震墙 1
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| 关 键 词： | 框架-抗震墙房屋 框架剪力 |
| 修稿时间： | 2002年4月5日 |
CALCULATION FOR SEISMIC SHEARING ACTION OF THE BOTTOM FRAME-ANTI-SEISMIC WALL HOUSE FRAME WORK |
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| Guo Qiusheng.CALCULATION FOR SEISMIC SHEARING ACTION OF THE BOTTOM FRAME-ANTI-SEISMIC WALL HOUSE FRAME WORK[J].Industrial Construction,2002,32(9):32-33. |
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| Authors: | Guo Qiusheng |
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| Affiliation: | Guo Qiusheng(Beijing Construction University for Staffs\ Beijing\ 100026) Bai Jianhong(Beijing the General Quality Surveillance Station of Construction\ Beijing\ 100073) |
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| Abstract: | The calculation for seismic shearing action of the bottom frame\|anti\|seismic wall house framework is discussed.It was pointed out that while there only one story of frames in the bottom\|anti\|seismic wall,or two stories of frames in the bottom\|anti\|seismic wall,but the ratio of height to width of the anti\|seismic wall is not more than 1.0( h/b≤1 ),the seismic shearing force borne by frame shall be distributed by the proportion of the lateral rigidity of te anti\|sideforce components.For the anti\|seismic wall (1
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| Keywords: | frame\|anti\|seismic wall house\ frame shearing force |
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