Research Review on the Performance of Double Steel Plate Composite Shear Walls
DOI:
https://doi.org/10.54097/t0v4qg69Keywords:
Double steel plate combined shear wall, Seismic, Static loadAbstract
Double steel plate composite shear walls are characterized by their lightweight, thin wall structure, high ductility, and construction convenience. These walls are widely used in the field of engineering. This paper focuses on double steel plate composite shear walls and summarizes the current state of research on their static load-bearing and seismic performance both domestically and internationally. The paper highlights the deficiencies in current research and points out the future direction for the study of double steel plate composite shear walls.
References
[1] Ministry of Housing and Urban-Rural Development of the People's Republic of China. Technical code for steel plate shear walls: JGJT 380—2015 [S]. Beijing: China Architecture & Building Press, 2015.
[2] WRIGHT H D, GALLOCHER S C. The behavior of composite walling under construction and service loading [J]. Construction Steel Research, 1995, 35(3): 257.
[3] LINK R, ELWI A. Composite concrete-steel plate walls: analysis and behavior [J]. Journal of Structural Engineering, 1995, 121(2): 260-71.
[4] TAKEUCHI M, NARIKAWA M, MATSUO I, et al. Study on a concrete filled structure for nuclear power plants [J]. Nuclear Engineering and Design, 1998, 179(2): 209-23.
[5] ZHAO Q, ASTANEH-ASL A. Cyclic behavior of traditional and innovative composite shear walls [J]. Journal of Structural Engineering, 2004, 130(2): 271-284.
[6] EOM T S, PARK H G, LEE CH, et al. Behavior of double skin composite wall subjected to in-plane cyclic loading [J]. Journal of Structural Engineering, 2009, 135(10): 1239-1249.
[7] RASSOULI B, SHAFAEI S, AYAZI A, et al. Experimental and numerical study on steel-concrete composite shear wall using lightweight concrete [J]. Journal of Constructional Steel Research, 2016, 126: 117-128.
[8] SHAO-TENG H, YAN-SHENG H, AN H, et al. Experimental study on seismic behaviour of an innovative composite shear wall [J]. Journal of Constructional Steel Research, 2018, 148: 165-179.
[9] NIE Jianguo, BU Fanmin, FAN Jiansheng. Experimental study on seismic performance of low shear span ratio double steel plate-concrete composite shear walls [J]. Journal of Building Structures, 2011(11): 74-81.
[10] BU Fanmin, NIE Jianguo, FAN Jiansheng. Experimental study on seismic performance of double steel plate-concrete composite shear walls with high axial compression ratio under medium-high shear span ratio [J]. Journal of Building Structures, 2013, 34(4): 91-98.
[11] NIE Jianguo, TAO Muxuan, FAN Jiansheng, et al. New progress in research on double steel plate-concrete composite shear walls [J]. Building Structure, 2011, 41(12): 52-60.
[12] WANG Jiaji, FAN Jiansheng, TAO Muxuan, et al. Finite element analysis on the mechanical properties of double steel plate-concrete composite shear walls with medium-high shear span ratio [J]. Journal of Building Structures, 2015, 36: 1-8.
[13] JI Xiaodong, JIANG Weiming, QIAN Jiaru, et al. Experimental study on seismic performance of steel tube-double steel plate-concrete composite shear walls [J]. Journal of Building Structures, 2013, 34(6): 75-83.
[14] LUO Yongfeng, LI Jian, GUO Xiaonong. Numerical analysis on hysteretic performance of double steel plate-inner filled concrete composite shear walls [J]. Journal of Hunan University (Natural Sciences), 2014, 41(6): 57-62.
[15] LI Jian, LUO Yongfeng, GUO Xiaonong. Study on restoring force model of double steel plate composite shear walls [J]. Structural Engineers, 2016, 32(6): 133-139.
[16] ZHANG Youjia, LI Xiaojun, HE Qiumei, et al. Experimental study on axial compression test of steel plate-concrete composite wall local stability [J]. China Civil Engineering Journal, 2016, 49(1): 62-68.
[17] ZHANG Youjia, LI Xiaojun. Finite element analysis on axial compression behavior of steel plate-concrete composite wall [J]. Engineering Mechanics, 2016, 33(8): 84-92.
[18] Li Xiaohu, Li Xiaojun, Shen Liting, et al. Experimental Study on Low-Cycle Reversed Loading of Double Steel Plate-Concrete Composite Shear Walls in Nuclear Island Structures [J]. Journal of Beijing University of Technology, 2016, 42(10): 1498-1508.
[19] Li Xiaojun, Li Xiaohu. Out-of-Plane Bending Behavior of Double Steel Plate Concrete Shear Walls in Nuclear Power Engineering [J]. Journal of Harbin Engineering University, 2017, 38(8): 1238-1246.
[20] Li Xiaohu. Research on Seismic Performance of Double Steel Plate Concrete Composite Shear Walls in Nuclear Power Engineering [D]. Beijing: Beijing University of Technology, 2017.
[21] Li Xiaojun, Li Xiaohu. In-Plane Bending Behavior of Double Steel Plate Concrete Composite Shear Walls in Nuclear Power Engineering [J]. Engineering Mechanics, 2017, 34(9): 43-53.
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