| 砌体建筑抗震设计及加固新方法 |
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| 引用本文： | 叶燎原.砌体建筑抗震设计及加固新方法[J].地震研究,1999,22(4):397-402. |
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| 作者姓名： | 叶燎原 |
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| 作者单位： | 云南工业大学 |
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| 基金项目： | 国家自然科学基金，云南省自然科学基金 |
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| 摘 要： | 介绍了美国砌体建筑物地震评估及加固方面的新发展，以及美国新近推荐采用的基于使用功能的砌体抗震规范，并与中国目前采用多的层砌体房屋的抗震设计规范作比较，指出出砌体抗震设计及加固中，提高它的塑性变形能力与提高它的强度同样重要。
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| 关 键 词： | 砌体建筑 地震评估 抗震设计 抗震加固 |
NEW SEISMIC DESIGN AND STRENGTHENING CODE FOR MASONRY BUILDINGS |
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| Li Ling,Ye Liaoyuan.NEW SEISMIC DESIGN AND STRENGTHENING CODE FOR MASONRY BUILDINGS[J].Journal of Seismological Research,1999,22(4):397-402. |
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| Authors: | Li Ling Ye Liaoyuan |
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| Abstract: | This paper describes the new code for seismic design and strengthening of masonry buildings in the United States in contrast with that in our country. The new code is different from the previous strength based masonry seismic codes. Instead, it is the first consideration based on performance levels. An overview of the evaluation and retrofit methods for masonry structures is given. This paper focuses on the importance of enhancing both the masonry building's strength and deformation capacity. It will give some suggestion to the future masonry seismic code of our nation. |
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| Keywords: | Masonry structure seismic design seismic retrofit push over |
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