| 反复加载时型钢钢筋混凝土框架柱的损伤过程 |
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| 引用本文： | 白国良,赵鸿铁.反复加载时型钢钢筋混凝土框架柱的损伤过程[J].西安建筑科技大学学报(自然科学版),1998,30(3):213-216,232. |
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| 作者姓名： | 白国良 赵鸿铁 |
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| 作者单位： | 西安建筑科技大学建筑工程系 |
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| 摘 要： | 基于考虑变形幅值和循环加载效应影响的累积损伤模型，对型钢钢筋混凝土框架柱（空腹式和实腹式）在反复加载下的损伤发展进行了分析，对其抗震性能作了进一步讨论。
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| 关 键 词： | 钢筋混凝土 框架柱 损伤 抗震性能 加载 |
Damage analysis of elasto plastic responses on steel reinforced concrete columns |
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| Bai Guoliang,Zhao Hongtie.Damage analysis of elasto plastic responses on steel reinforced concrete columns[J].Journal of Xi'an University of Architecture & Technology,1998,30(3):213-216,232. |
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| Authors: | Bai Guoliang Zhao Hongtie |
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| Abstract: | By using a kind of accumulative damage model that mirrors the effect of cyclic loading and maximum deformation, the damage evolution of steel reinforced concrete(SRC) frame columns(batten plate/lattice type and full web type) under earthquake is analyzed and its seismic behavior further discussed. |
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| Keywords: | steel reiforced concrete frame column damage seismic behavior |
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