不同屈服点钢筋混凝土梁低周反复荷载试验研究

万泽青; 刘平; 韩军

doi:10.13204/j.gyjz201212005

不同屈服点钢筋混凝土梁低周反复荷载试验研究

doi: 10.13204/j.gyjz201212005

1.
扬州大学建筑科学与工程学院,江苏扬州 225127

基金项目:

国家自然科学基金项目(50778157);江苏省高校自然科学基金项目(10KJB560006)

详细信息

作者简介:
万泽青，男，1980 年出生，讲师。E-mail:zqwan@yzu.edu.cn

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- 文章访问数: 64
- HTML全文浏览量: 10
- PDF下载量: 162
- 被引次数: 0
出版历程
- 收稿日期: 2011-06-08
- 刊出日期: 2012-12-20

EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF ULTRA TOUGHNESS CONCRETE BEAM WITH DIFFERENT YIELD POINTS STEELS UNDER LOW REVERSED CYCLIC LOADING

1.
College of Architectural Sciences and Engineering of Yangzhou University,Yangzhou 225127,China

摘要

摘要: 为改善普通钢筋混凝土梁的抗震性能,提出一种由超韧性混凝土和不同屈服点金属构成的不同屈服点钢筋混凝土梁。基于对不同屈服点钢筋混凝土梁和普通钢筋混凝土梁的低周反复荷载对比试验,对其裂缝发展、破坏形态、滞回曲线、骨架曲线、耗能能力、延性等抗震性能进行系统研究。研究表明,不同屈服点钢筋混凝土梁具有较好的抗震性能。
- 低屈服点 /
- 超韧性混凝土 /
- 抗震性能 /
- 延性 /
- 耗能
Abstract: It was put forward a new type of beam consisting of ultra toughness concrete,high strength steels and low yield point steels to improve seismic performance of normal RC beams.Based on contrast experiments of ultra toughness concrete beam with different yield poins steels and a normal RC beam under low reversed cyclic loading,crack propagation,failure pattern,hysteresis curves,framework curve,energy dissipation,ductility,etc.were studied systematically.The studies showed that ultra toughness concrete beam with different yield poins steels had better seismic performance.
- low yield point /
- ultra toughness concrete /
- seismic performance /
- ductility /
- energy dissipation

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参考文献(11)

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