Experimental study on seismic behavior of RC frame column with a new type of straw brick infilled wall

被引:0
|
作者
Xiaobao T. [1 ]
Xun G. [1 ,2 ]
Yuyang X. [1 ]
Ruofan L. [2 ,3 ]
机构
[1] Institute of Disaster Prevention, Key Laboratory of Building Collapse Meehanism and Disaster Prevention, China Earthquake Administration, Sanhe
[2] Institute of Engineering Mechanies, China Earthquake Administration, Key Laboratory of Earthquake Engineering and Engineering Vibration, China Earthquake Administration, Harbin
[3] Jiaying University, Meizhou
关键词
ductility; elastic modulus; energy dissipation capacity; quasi-static test; straw brick infilled wall;
D O I
10.15951/j.tmgcxb.2022.S1.0612
中图分类号
学科分类号
摘要
To find the solution that the traditional masonry infilled wall provides great stiffness for the structural members, which greatly reduces the ductility and energy dissipation capacity of the structure, a new type of straw brick with the properties of low elastic modulus and high ductility was developed to replace the traditional masonry as the material of infilled wall. The fire resistance and mechanical properties were tested, and four models of frame-column without wall, frame-column with traditional brick wall, straw bale wall and straw brick wall were designed for quasi-static tests. The failure modes, hysteretic curve, skeleton curve, energy dissipation and ductility of these components were analyzed in detail. The results show that the new type of straw brick has a good effect with fireproof material. The strength and elastic modulus is about 1/30-1/50 and 1/3000-1/4000 of that of traditional masonry, respectively. It also has good recovery ability. The ductility and energy dissipation capacity of the straw brick composite members are higher than those of the traditional masonry wall composite members and the frame-column members without walls, and the straw bricks have not been damaged in the test. This new type of straw brick has light weight, good recovery ability and seismic behavior. It can be used as infilled wall materials. © 2022 Editorial Office of China Civil Engineering Journal. All rights reserved.
引用
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页码:175 / 181
页数:6
相关论文
共 14 条
  • [1] Liang Xingwen, Dong Zhenping, Wang Yingsheng, Et al., Damage to tall buildings in areas with large epicentral distance during M8. 0 Wenchuan earthquake, Journal of Earthquake Engineering and Engineering Vibration, 29, 1, pp. 24-31, (2009)
  • [2] Zhang Guocdong, Cairen Angbu, Yang Qingshun, Et al., Analysis of building structure damage in Yushu earthquake, Journal of Qinghai University: Natural Science Edition, 31, 6, pp. 91-98, (2013)
  • [3] Mallick D V, Severn R T., The hehaviour of infilled frames under static loading, Proceedings of the Institution of Civil Engineers, 38, 4, pp. 639-656, (1967)
  • [4] Tong Yuesheng, Qian Guofang, The deformability and hearing capacity of masonry infilled RC frames [J], Journal of Xi' an University of Architecture and Technology, 2, pp. 4-24, (1985)
  • [5] Mehrabi A B, Shing P B, Schuller M P, Et al., Experimental evaluation of masonry infilled RC frames, Journal of Structural Engineering, 122, 3, pp. 228-237, (1996)
  • [6] Tang Xingrong, Zhou Zhenyi, Lliu Lihua, Et al., Experimental study on seismic behavior of multi-story masonry infilled reinforced concrete frame structures [J], Journal of Building Structures, 33, 11, pp. 72-81, (2012)
  • [7] Kakaletsis D J, Karayannis C G., Experimental investigation of infilled reinforced concrete frames with openings, ACI Structural Journal, 106, 2, pp. 132-141, (2009)
  • [8] Zhou Yun, Tong Bo, Chen Zhangyan, Et al., Experimental study on seismic performance of damaged frame reinforced by damped infill wall, China Civil Engineering Journal, 51, 1, pp. 68-75, (2018)
  • [9] Zhang Yongbing, Quo Xinhua, Li Yong, Et al., Experimental study on seismic performance of masonry infilled RC frame building with flexible connection, Journal of Building Structures, 43, 6, pp. 187-195, (2022)
  • [10] Li Nan, Yang Liu, Luo Zhixing, Et al., Study of adaptability for straw-bale houses in northern rural area, Industrial Construction, 44, 7, pp. 64-67, (2014)