| 底部框架-抗震墙房屋三维分析地震作用效应调整方法 |
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| 引用本文： | 陈岱林,金新阳,张志宏,魏文郎,黄吉锋.底部框架-抗震墙房屋三维分析地震作用效应调整方法[J].土木工程学报,2005,38(10):14-17. |
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| 作者姓名： | 陈岱林 金新阳 张志宏 魏文郎 黄吉锋 |
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| 作者单位： | 中国建筑科学研究院,北京,100013 |
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| 摘 要： | 采用三维力学模型对底部框架-抗震墙房屋中的底部框架-抗震墙部分单独分析时,恒、活、风荷内力可直接采用,地震作用效应根据抗震规范要求需要调整。本文提出了墙、柱地震作用效应调整方法。该方法可适用于采用各种剪力墙模型的三维计算软件。
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| 关 键 词： | 底部框架-抗震墙房屋 三维分析 抗震设计 地震作用效应调整 剪力墙模型 |
| 文章编号： | 1000-131X(2005)10-0014-05 |
| 修稿时间： | 2004年8月31日 |
AN EARTHQUAKE ACTION EFFECT ADJUSTMENT METHOD FOR 3-D ANALYSIS OF A MULTI-STORY MASONRY BUILDING WITH FRAME-SHEAR WALLS ON FIRST OR FIRST AND SECOND FLOORS |
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| Chen Dailin,Jin Xinyang,Zhang Zhihong,Wei Wenlang,Huang Jifeng.AN EARTHQUAKE ACTION EFFECT ADJUSTMENT METHOD FOR 3-D ANALYSIS OF A MULTI-STORY MASONRY BUILDING WITH FRAME-SHEAR WALLS ON FIRST OR FIRST AND SECOND FLOORS[J].China Civil Engineering Journal,2005,38(10):14-17. |
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| Authors: | Chen Dailin Jin Xinyang Zhang Zhihong Wei Wenlang Huang Jifeng |
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| Abstract: | A multi-story masonry building with frame-shear walls on first or first and second floors consists of two parts,i.e.,the bottom frameshear wall and the upper masonry component.By using a 3-D analysis program,the internal forces under dead loads,live loads and wind loads in the bottom frame-shear wall part can be directly employed,however,the earthquake action effects,according to the Code for Seismic Design of Building,need to be adjusted. In the present paper,an earthquake action effect adjustment method is proposed,which is applicable to various 3-D analysis programs with different shear wall models. |
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| Keywords: | multi-story masonry building with frame-shear walls on first or first and second floors 3-D analysis seismic design earthquake action effect adjustment shear wall model |
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