Hysteretic Performance of Ring-shaped Energy-dissipating Devices for Assembly of Steel Frame Structure with External Wall Panel

Updata:01-01-1970

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By:Yuliang Qi, Kewei Huang, Jing Li, Yixin Zeng, Keke Huang

DOI: https://doi.org/10.30564/jsbct.v5i2.5699

Abstract:

To protect the external wall panel of the steel frame in prefabricated construction, a kind of ring-shaped energydissipating device (RSED) was proposed and further studied, which can connect the wall panel and steel frame. The hysteretic performance of steel frame-external wall panel system (SFEWPS) with RSED as the joint is analyzed via the finite element method, to quantify the protective effect of RSED on a wall panel. The results are that even under extremely rare earthquakes, RSED can still effectively control the energy consumption of wall panels, and play a protective role for it. In addition, combined with failure mechanism analysis, this paper proposes the best parameter selection for RSED.

References:

[1] Bao, Y.Y., 2020. Gang kuang jia wai gua qing zhi fu he qiang ban jie gou kang zhen xing neng yan jiu (Chinese) Research on seismic performance of steel frame structure with light composite wall. Beijing University of Civil Engineering and Architecture. Available from: https://kns.cnki.net/KCMS/detail/detail.aspx?dbname=CMFD202002&filename=1020633051.nh [2] Sun, L.J., Guo, H.C., Liu, Y.H., et al., 2017. Gang kuang jia wai gua zai sheng hun ning tu qiang ban jie gou ju bu xing neng fen xi (Chinese) [Local performance analysis of recycled concrete wallboard structure with external steel frame]. Chinese Journal of Applied Mechanics. 34(04), 742-747. Available from: https://pubs.cstam.org.cn/article/doi/10.11776/cjam.34.04.B090 [3] Hou, H.T., Wang, W.H., Cao, Y.C., et al., 2019. Yu zu chi gang kuang jia rou xing lian jie de wai gua fu he qiang ban zhen dong tai shi yan yan jiu (Chinese) [Shake table tests of exterior sandwich composite walls flexibly connected to full-scale steel braced frames]. Journal of Building Structures. 40(12), 21-31. Available from: https://kns.cnki.net/kcms/detail/11.1931.tu.20190918.0850.003.html [4] Wang, J.F., Shen, Q.H., Li, J.C., et al., 2016. Wai gua fu he qiang ban ban gang xing gang guan hun ning tu kuang jia kang zhen shi yan yan jiu (Chinese) [Experimental study on seismic behaviop of semi-rigid CFST frames with externally attached composite wall panels]. China Civil Engineering Journal. 49(07), 68-78. Available from: http://manu36.magtech.com.cn/Jwk_tmgcxb/CN/abstract/abstract119.shtml [5] Zhong, X., Song, L., Chen, C.L., et al., 2020. Han jian zhen wai gua qiang ban zhuang pei shi hun ning tu jian li qiang jie gou kang zhen xing neng yan jiu (Chinese) [Research on the seismic behavior of façade panel of assembly concrete shear wall with damper]. Industrial Construction. 50(01), 40-46. Available from: http://gyjz.ic-mag.com/cn/article/doi/10.13204/j.gyjz202001008 [6] Jiao, Y., Kishiki, S., Yamada, S., et al., 2015. Low cyclic fatigue and hysteretic behavior of U‐shaped steel dampers for seismically isolated buildings under dynamic cyclic loadings. Earthquake Engineering & Structural Dynamics. 44(10), 1523-1538. [7] Deng, K., Pan, P., Su, Y., et al., 2015. Shape optimization of U-shaped damper for improving its bi-directional performance under cyclic loading. Engineering Structures. 93, 27-35. [8] Zeng, Y., Lin, W., Li, J., et al. (editors), 2022. Experimental and numerical studies on the seismic performance of crawler-type connection node. International Conference on Green Building, Civil Engineering and Smart City; 2022 Apr 8-10; Guilin. p. 629-648. [9] Guo, Z.H., 2013. Gang jin hun ning tu yuan li (Chinese) [Principle of reinforced concrete]. Tsinghua University Press: Beijing. [10]Guidelines for Seismic Testing of Components of Steel Structures [Internet]. Available from: https://store.atcouncil.org/index.php?dispatch=products.view&product_id=42 [11] Wu, M.L., 2013. Zhuang pei shi gang kuang jia jie neng fu he qiang ban jie gou ti xi de zhi hui xing neng yan jiu (Chinese) Hysteretic property research on assembly structure of steel frame with energy-saving composite panel. Shandong University. Available from: https://kns.cnki.net/KCMS/detail/detail.aspx?dbname=CMFD201302&filename=1013222065.nh [12]Fang, M., 2013. Qiang ban gang kuang jia xie tong ti xi ni jing li shi yan ji you xian yuan fen xi (Chinese) [Wallborad-steel frame collaborative system quasi-static test and finite element analysis] [Master’s thesis]. Harbin: Harbin Institute of Technology. Available from: https://kns.cnki.net/kcms2/article/abstractv=3uoqIhG8C475KOm_zrgu4lQARvep2SAk8URRK9V8kZLG_vkiPpTeIZlJclVLqQAuIPCcZCHxb-2l6gSe7lpZJ-oymqiaA0mz&uniplatform=NZKPT [13]Liu, X.C., Zhou, X.J., Zhang, J.W., 2017. Wai gua zheng ti zhuang pei shi qiang ti ji lian jie kang zhen xing neng yan jiu (Chinese) [Experimental study of seismic performance of integral assembled cladding panels and connections]. Industrial Construction. 47(07), 34-39. Available from: http://gyjz.ic-mag.com/cn/article/doi/10.13204/j.gyjz201707007 [14]Chen, P., 2013. Fu he qiang ban zai gao lie du qu zhuang pei shi gang jie gou jian zhu zhong de ying yong yan jiu (Chinese) [Hysteretic property research on assembly structure of steel frame with energy-saving composite panel] [Master’s thesis]. Mianyang: Southwest University of Science and Technology. Available from: https://kns.cnki.net/kcms2/article/abstract?v=3uoqIhG8C475KOm_zrgu4lQARvep2SAkOsSuGHvNoCRcTRpJSuXuqT3K1omjS_sEWWaM2TNHW1iVakEEmE6Xlb-_pvGmvU2Q&uniplatform=NZKPT [15]Zhong hua ren min gong he guo guo jia biao zhun jian zhu kang zhen she ji gui fan (Chinese) [Code for Seismic Design of Buildings] (GB 50011-2010) [Internet]. Available from: http://www.jianbiaoku.com/webarbs/book/276/4455702.shtml [16]Luo, X.Z., 2020. Zhuang pei shi gang jie gou kuang jia wai gua ALC qiang ban lian jie jie dian xing neng yan jiu (Chinese) [Study on connection behavior of ALC wall panels externally attached to pre-fabricated steel frames] [Master’s thesis]. Harbin: Harbin Institute of Technology. Available from: https://kns.cnki.net/kcms2/article/abstractv=3uoqIhG8C475KOm_zrgu4lQARvep2SAkyRJRH-nhEQBuKg4okgcHYnsb-6NFw9PoKA-i5tmq73CbKb8Bjs_X3GodfIsmR3nYe&uniplatform=NZKPT [17]Zhou, T.H., Wu, H.H., Chen, J.W., et al., 2015. Gang kuang jia yu zhi hun ning tu kang ce li qiang jie gou kang zhen xing neng shi yan yan jiu (Chinese) [Experimental study on seismic behavior of steel frame-concrete lateral force resisting wall fabricated structures]. Journal of Building Structures. 36(06), 29-34. Available from: https://kns.cnki.net/kcms2/article/abstract?v=3uoqIhG8C44YLTlOAiTRKibYlV5Vjs7ir5D84hng_y4D11vwp0rrtcGe8ylIWTt38XoDiMVPpHqDIoXyxr0oIyaa3LCMDgTG&uniplatform=NZKPT

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