| 中美规范中提高钢筋混凝土柱延性构造措施的比较 |
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| 引用本文： | 宋晓胜,佘念山. 中美规范中提高钢筋混凝土柱延性构造措施的比较[J]. 福建建设科技, 2008, 0(4) |
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| 作者姓名： | 宋晓胜 佘念山 |
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| 作者单位： | 唐山市滦县建设局，河北理工大学建工学院 |
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| 摘 要： | 在中美两国规范中,都通过抗震构造措施来保障结构的延性,以保证在强烈地震作用下不发生严重的破坏。本文对两国规范中对混凝土柱所采取的措施进行了比较,为中国的相关设计及科研人员了解美国规范提供帮助。
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| 关 键 词： | 规范 钢筋混凝土 抗震设计 延性 |
Comparison on aseismatic Design Details of Reinforced Concrete Column in Chinese and American Code |
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| Song xiaosheng elte. Comparison on aseismatic Design Details of Reinforced Concrete Column in Chinese and American Code[J]. Fujian Construction Science & Technology, 2008, 0(4) |
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| Authors: | Song xiaosheng elte |
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| Affiliation: | Song xiaosheng elte |
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| Abstract: | Both for the code of the China and America,using the aseismatic construction design to ensure the aseismatic ductility performance of the structure to avoid major damage during heavy earthquake.This paper compares the measures adopted for reinforced concrete column in the two codes.The conclusions drawn from the comparison are helpful for engineering and technical personnel to understand American code. |
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| Keywords: | code reinforced concrete aseismatic design ductility |
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