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工程力学  2013 

剪切型多自由度结构的层间初始侧移刚度实测方法

DOI: 10.6052/j.issn.1000-4750.2012.04.0257, PP. 90-95

Keywords: 侧移刚度,多作动器测试方法,单作动器测试方法,拟动力试验,剪切型多自由度结构

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Abstract:

用拟动力试验方法研究剪切型多自由度结构的抗震性能,碰到的首要问题是如何测准剪切型多自由度结构的层间初始侧移刚度。该文的研究表明,由于多个作动器之间存在耦合现象,使得采用常规的多作动器测试方法很难测准剪切型多自由度结构的侧移刚度。采用作者改进的单作动器测试方法能够有效地解决多个作动器的耦合问题,准确测出多自由度结构的刚度。通过实例分析表明:采用新方法测试的试验刚度多次测量结果稳定,且与经典的理论分析结果一致,证明了作者推荐的单作动器刚度测试方法的有效性和准确性。

References

[1]  Seible F,Hegemier G A,Igarashi A,Kingsley G R. Simulated seismic-load tests in full-scale five-story masonry building [J]. Journal of Structural Engineering, 1994, 120(3): 903―924.
[2]  Seible F,Priestley M J N,Kingsley G R,Kurkchubasche A G. Seismic response of full-scale five-story reinforced-masonry building [J]. Journal of Structural Engineering, 1994, 120(3): 925―947.
[3]  Priestley M J N. Seismic design of concrete masonry shearwalls [J]. ACI Journal, 1986, 83(1): 58―68.
[4]  陈思甜. 用电液伺服系统测试两层钢架结构的侧移刚度[J]. (重庆交通学院学报), 1991, 10(1): 39―43.Chen Sitian. Measurement of the latere stiffness of a two- storey frame structure with electro-hydraulic servo test system [J]. Journal of Chongqing Jiaotong College, 1991, 10(1): 39―43. (in Chinese)
[5]  卢铁鹰,陈思甜. 用MTS电液伺服结构试验系统进行结构拟动力试验的控制程序研究[J]. (工程力学), 1990, 7(3): 128―131.Lu Tieying,Chen Sitian. Study of a control program on structural pseudo-dynamic test with MTS electro hydraulic servo structural test system [J]. Engineering Mechanics, 1990, 7(3): 128―131. (in Chinese)
[6]  谭凯. 多自由度结构拟动力试验的耦合分析[D]. 湖 南: 湖南大学, 2005.Tan Kai. The interaction analysis of pseudo dynamic test for multi-degrees-of-freedom structure [D]. Hunan: Hunan University, 2005. (in Chinese)
[7]  贾贤安. 基于MTS的结构抗震试验技术研究[D]. 安徽: 合肥工业大学, 2007.Jia Xian’an. Research on the seismic test technique for structures by MTS [D]. Hefei: Hefei University of Technology Xian’an. Research on the seismic test technique for structures by MTS [D]. Hefei: Hefei University of Technology, 2007. (in Chinese)
[8]  谭素杰. 抗震结构合理刚度的研究[D]. (哈尔滨工业大学), 1997: 39―48.Tan Sujie. The reasonable stiffness research of seismic structure [D]. Harbin: Harbin Institute of Technology, 1997: 39―48. (in Chinese)
[9]  GB50011-2001,建筑抗震设计规范[S] GB50011-2001, 建筑抗震设计规范[S]. 第1版. 北京:中国建筑工业出版社, 2002: 1―191GB50011-2001,Code for seismic design of buildings [S]GB50011-2001, Code for seismic design of buildings [S]. 1st ed. Beijing: China Building Industry Press, 2002: 1―191(in Chinese)
[10]  Drysdale R G,Khattab M M. In-plane behavior of grout concrete masonry under biaxial. Tension-Compression [J]. ACI Structural Journal, 1995, 92(6): 653―664
[11]  GB 50003-2001,砌体结构设计规范[S] 50003-2001, 砌体结构设计规范[S]. 北京:中国建筑工业出版社, 2002: 1―151GB50003-2001,Code for design of masonry structures [S]GB50003-2001, Code for design of masonry structures [S]. Beijing: China Building Industry Press, 2002: 1―151(in Chinese)
[12]  邱法维,钱稼茹,陈志鹏. 结构抗震实验方法[M]. 北京: 科学出版社, 2000: 70―147Qiu Fawei,Qian Jiaru,Chen Zhipeng. Structural seismic test methods [M]. Beijing: Science Press, 2000: 70―147(in Chinese)
[13]  孙国华,何若全,顾强,郁银泉,方有珍. 半刚接钢框架内填RC墙结构侧移刚度分析[J]. (沈阳建筑大学学报(自然科学版)), 2011(4): 613―620.Sun Guohua,He Ruoquan,Gu Qiang,Yu Yinquan,Fang Youzhen. Research on lateral stiffness of PR steel frame with RC infill walls [J]. Journal of Shenyang Construction University (Natural Science Edition), 2011(4): 613―620. (in Chinese)
[14]  Narendra Taly. 现代配筋砌体结构[M]. 周克荣, 等, 译. 上海: 同济大学出版社, 2004: 290―293Narendra Taly. Design of reinforced masonry structures [M]. Translated by Zhou Kerong, et al. Shanghai: Tongji University Press, 2004: 290―293(in Chinese)

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