框架填充墙结构抗震性能研究的回顾与展望
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摘要
为研究和改进框架填充墙结构的抗震性能,分析了框架与填充墙之间连接方法和新型填充墙的研究现状,其中连接方法包括柔性连接、刚性连接。在此基础上,分析了柔性连接和刚性连接的优缺点,并展望了框架填充墙结构抗震性能研究的发展方向。
In order to study and improve the seismic performance of infilled-wall frame structure, the status of connecting methods between infilled wall and frames was analyzed, as well as the new type of infilled wall. And the connecting methods include flexible connection and rigid connection. The advantages and disadvantages of the flexible connection and rigid connection were analyzed. Outlook of the development direction on the research of seismic performance of infilled-wall frame structure was made in the end.
In order to study and improve the seismic performance of infilled-wall frame structure, the status of connecting methods between infilled wall and frames was analyzed, as well as the new type of infilled wall. And the connecting methods include flexible connection and rigid connection. The advantages and disadvantages of the flexible connection and rigid connection were analyzed. Outlook of the development direction on the research of seismic performance of infilled-wall frame structure was made in the end.
引文
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[6]Mohammad Aliaari,Ali M Memari.Analysis of Masonry Infilled Steel Frame with Seismic Isolator Subframes[J].Engineering Structures,2005,27(4):487-500.
[7]郭阳照,周云,朱勇,等.框架填充墙抗震性能研究的回顾与前瞻[J].工程抗震与加固改造,2012,34(6):1-12.
[8]董竞成.设置芯柱的混凝土空心小砌块墙体的强度和变形的试验分析[J].建筑科学,1988(4):24-32.
[9]唐兴荣,杨亮,刘利花,等.不同构造措施的砌体填充墙框架结构抗震性能试验研究[J].建筑结构学报,2012,33(10):75-83.
[10]Kahn L F,Hanson R D.Infilled Walls for Earthquake Strengthen-ing[J].Journal of the Structural Division,ASCE,1979,105(2):283-296.
[11]黄炜.密肋复合墙体抗震性能及设计理论研究[D].西安:西安建筑科技大学,2004.
[12]周云,彭水淋,吴从永,等.新型框架阻尼填充墙设计与分析[J].工程抗震与加固改造,2011,33(4):79-84.
[13]Yuksel E,Teymur P.Earthquake performance improvement of low rise RC buildings using high strength clay brick walls[J].Bull Earthquake Eng,2011,9(4):1157-1181.
[2]谭皓,李杰,张电吉,等.玉树大地震砌体结构房屋震害特征[J].工程抗震与加固改造.2011,33(5):133-139.
[3]张广寿,李维脱,瞿伟廉.设置耗能墙框架模型的振动台试验[R].武汉工业大学科学研究报告,1990.
[4]李哲明,宁文奎,宋玉普,等.非承重抗震墙体实验研究[J].建筑结构,2004,34(8):31-34.
[5]Mohammadi M,Akrami V.Engineered Infilled Frame:Behavior and Calibration[J].Journal of Constructional Steel Reseach,2010,66(6):842-849.
[6]Mohammad Aliaari,Ali M Memari.Analysis of Masonry Infilled Steel Frame with Seismic Isolator Subframes[J].Engineering Structures,2005,27(4):487-500.
[7]郭阳照,周云,朱勇,等.框架填充墙抗震性能研究的回顾与前瞻[J].工程抗震与加固改造,2012,34(6):1-12.
[8]董竞成.设置芯柱的混凝土空心小砌块墙体的强度和变形的试验分析[J].建筑科学,1988(4):24-32.
[9]唐兴荣,杨亮,刘利花,等.不同构造措施的砌体填充墙框架结构抗震性能试验研究[J].建筑结构学报,2012,33(10):75-83.
[10]Kahn L F,Hanson R D.Infilled Walls for Earthquake Strengthen-ing[J].Journal of the Structural Division,ASCE,1979,105(2):283-296.
[11]黄炜.密肋复合墙体抗震性能及设计理论研究[D].西安:西安建筑科技大学,2004.
[12]周云,彭水淋,吴从永,等.新型框架阻尼填充墙设计与分析[J].工程抗震与加固改造,2011,33(4):79-84.
[13]Yuksel E,Teymur P.Earthquake performance improvement of low rise RC buildings using high strength clay brick walls[J].Bull Earthquake Eng,2011,9(4):1157-1181.
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