| 引用本文: | 翟长海,王晓敏,孔璟常,魏雨良,金薇,赵艳.砌体填充墙RC框架结构抗震性能研究现状及展望[J].哈尔滨工业大学学报,2018,50(6):1.DOI:10.11918/j.issn.0367-6234.201801073 |
| ZHAI Changhai,WANG Xiaomin,KONG Jingchang,WEI Yuliang,JIN Wei,ZHAO Yan.Progress and prospect of seismic performance of masonry-infilled RC frames[J].Journal of Harbin Institute of Technology,2018,50(6):1.DOI:10.11918/j.issn.0367-6234.201801073 |
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| 砌体填充墙RC框架结构抗震性能研究现状及展望 |
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翟长海1,2,王晓敏3,孔璟常4,魏雨良4,金薇4,赵艳5
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(1.结构工程灾变与控制教育部重点实验室(哈尔滨工业大学),哈尔滨 150090;2.土木工程智能防灾减灾工业和 信息化部重点实验室(哈尔滨工业大学),哈尔滨 150090;3.中国地震局 工程力学研究所,哈尔滨 150080; 4.哈尔滨工业大学 土木工程学院,哈尔滨 150090;5.佳木斯大学 建筑工程学院,黑龙江 佳木斯 154007)
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| 摘要: |
| 砌体填充墙RC框架结构作为建筑工程中最常见的一种结构体系，在中国以及世界范围内都有着广泛的应用.由于填充墙与框架之间复杂的相互作用，到目前为止依然缺乏合理的分析和设计方法来评估结构的抗震性能.在过去的几十年里，国内外许多学者通过试验、有限元模拟等方法对填充墙RC框架结构的相互作用机理和受力性能进行了大量分析，提出了适用于整体抗震分析的各式简化模型.本文从平面内、平面外以及新型填充墙框架结构的抗震性能3个方面论述了砌体填充墙RC框架结构抗震性能的研究现状，介绍了当前的最新研究进展，指出了砌体填充墙RC框架结构抗震研究中尚存的一些问题，并对其发展趋势进行了展望.
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| 关键词: 砌体填充墙 RC框架结构 抗震性能 有限元模拟 简化模型 |
| DOI：10.11918/j.issn.0367-6234.201801073 |
| 分类号:TU375.2 |
| 文献标识码:A |
| 基金项目:国家重点研发计划(2016YFC0701108); 国家自然科学基金(2,1, 51708161); 黑龙江省教育厅人才项目(2016-KYYWF-0112) |
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| Progress and prospect of seismic performance of masonry-infilled RC frames |
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ZHAI Changhai1,2,WANG Xiaomin3,KONG Jingchang4,WEI Yuliang4,JIN Wei4,ZHAO Yan5
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(1.Key Laboratory of Structures Dynamic Behavior and Control(Harbin Institute of Technology), Ministry of Education,Harbin 150090, China; 2.Key Laboratory of Smart Prevention and Mitigation of Civil Engineering Disaster(Harbin Institute of Technology), Ministry of Industry and Information Technology,Harbin 150090, China; 3.Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China; 4.School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; 5.School of Architecture and Civil Engineering, Jiamusi University, Jiamusi 154007, Heilongjiang, China)
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| Abstract: |
| The infilled RC frame, one of the most common structural systems, is applied widely, but there is no rational method for analysis and design to evaluate the seismic-resistant ability due to the complicated interaction between the frames and walls. Many studies on the interaction between frames and walls and the performance of infilled RC frames were performed based on the experimental study and finite element analysis, and a variety of simplified models were proposed in the past few decades, which are capable for the overall seismic response analysis. The research status of seismic performance of infilled RC frames was discussed from the following aspects: in-plane behavior, out-of-plane stability, and seismic retrofitted infilled RC frames. The latest research progress is presented, the existing problems are pointed out, and the research trend is prospected.
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| Key words: masonry infill wall RC frame seismic performance finite element modeling simplified models |
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