Seismic Performance Study on Steel Frame Structures with Integral Panel

Abstract:

In recent years, wall panels have been more and more used in the steel residential houses. A series of investigations on the seismic performance of the steel frame with composite panels have been carried out. According to the connection types between the steel frames and the panels, the structural system can be divided into two kinds: steel frames with hanging composite panels and steel frame infilled with composite panels. Results of all researchers revealed that the composite panels could effectively improve the lateral stiffness and bearing capacity of the steel frames, at the same time could enhance the energy dissipation capacity. Morever, in this paper, the relevant research results of connections between the steel frame and composite panels obtained are compared and discussed. This review provides helpful directions to those who are already engaged in composite panels used in the steel residential houses, and points out the simplified method needed to promote safe and economic use of composite panels.

• Periodical: Applied Mechanics and Materials (Volumes 166-169)
• Pages: 2373-2378
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.166-169.2373
• Online since: May 2012
• Authors: He Tao Hou, Ming Lei Wu, Miao Liu, Qin Ma
• Keywords: Composite Panels, Connection, Lateral Stiffness, Seismic Performance, Steel Frame

References

[1] Weili Sun,Yijing Liu. A good energy-saving building system - steel structure + ALC panel enclosure structure [J]. Wall Materials Innovation and Building Energy Saving, 2002 ( 9) : 35-38. (In Chinese)

[2] Fuhua Yan, Dechao Kong, Hetao Hou. The problems and improvement measures in the design and construction of CL structure system [J]. New Building Materials, 2008 (05) : 24-26. (In Chinese)

[3] Linfeng Lu, Tao Zhang, Kai Sun.The seismic experimental study of the steel frame with GRC infill wall. [J ] Journal of Building Structures, 2010 ( S1 ) : 7-11. (In Chinese)

[4] JGJ 99-98 Technical Specification of Steel Structure of Tall Buildings [S]. (In Chinese)

[5] Guoqiang Li , Cheng Wang. The experimental study on hysteretic behavior of steel structure with out-hung and infill ALC wall panels[J], 2005,20(1)：52-56. (In Chinese)

[6] Guoqiang Li, Mingji Fang, Ye Lu. The experimental study on seismic behavior of autoclaved lightweight concrete wall[ J]. Earthquake Engineering and Engineering Vibration, 2005, 25 ( 2) : 82-87. (In Chinese)

[7] Guoqiang Li, Mingji Fang, Yijing Liu etc. The experimental study on seismic performance of aerated concrete wall panel of steel structure residence. [J] China Civil Engineering Journal, 2005, 38 ( 10) : 27-31. (In Chinese)

[8] Guoqiang Li, Xin Zhao, Feifei Sun, et al. The shaking table full scale model test of wall panels and nodes of steel structure residence system[J]. Earthquake Engineering and Engineering Vibration, 2003, 23 (1): 64-70. (In Chinese)

[9] Hai Tian, Yiyi Chen. ALC split wall shear test study and finite element analysis [ J ]. Journal of Building Structures, 2009, 30 ( 2) : 85-91. (In Chinese)

[10] Diansheng Zhao, Liang Chen, Weiwei Wang. Hysteretic performance analysis of steel frame with ALC wall panels [J]. Journal of Zhejiang University of Technology, 2010, 38 ( 4) : 448-452. (In Chinese)

[11] Lingquan Bu, Junwu Xia, Peisong Yan, et al. Seismic performance study of steel frame structure with infill wall panels[J]. Steel Structure, 2010, 25 ( 1) : 1-4. (In Chinese)

[12] Jinghai Yu, Gang Zhang, Jiupeng Li. The influential analysis of the out-hung wall panels to the internal force of the steel frame structure [J]. Low Temperature Construction Technology, 2011 ( 8) : 31-34. (In Chinese)

[13] Hetao Hou, Canxing Qiu, Jingfeng Wang, et al. An experimental study on sandwich composite panel infilled steel frames[J], International Journal of Advanced Steel Construction,2012, (in press)

[14] De Matteis,G. Diaphragm action of sandwich panels in pin-jointed steel structures: a seismic study[J]. Journal of Earthquake Engineering, 2000, 4(3):251-275.

DOI: 10.1080/13632460009350371

[15] De Matteis,G.Effect of lightweight cladding panels on the seismic performance of moment resisting steel frames[J]. Engineering Structures,2005(27):1662-1676

DOI: 10.1016/j.engstruct.2005.06.004

[16] Aref AJ,Jung WY.Energy-Dissipating Polymer Matrix Composite-Infill WallSystem for Seismic Retrofitting[J]. Journal of Structural Engineering ASCE, 2003, 129(4):440-448.

DOI: 10.1061/(asce)0733-9445(2003)129:4(440)

[17] Woo-Young Jung,Amjad J.Aref. Analytical and numerical studies of polymer matrix composite sandwich infill panels[J].Composite Structures,2005(68):359-370.

DOI: 10.1016/j.compstruct.2004.04.005

[18] Guohua Sun, Qiang Gu, Youzhen Fang, et al. The hysteretic test of semi rigid steel frame infill with RC-- Analysis of overall performance [ J]. China Civil Engineering Journal, 2010, 43 (1) : 36-46. (In Chinese)

[19] Guohua Sun, Ruoquan He, Yinquan Yu, et al. The hysteretic test of semi rigid steel frame infill with RC-- Analysis of partial performance [ J]. China Civil Engineering Journal, 2010, 43 (1) : (In Chinese)

[20] Peng Zhu, Guohua Sun, Qiang Gu. The test and finite element analysis of semi rigid steel frame with RC[ J]. Journal of Suzhou University of Science and Technology, 2008, 21 ( 2) : 20-26. （In Chinese）

[21] EI-Dakhakhn i W W,Elgaaly M,HamicA A. Three StrutModel for Concrete Masonry Infill Steel Frames[J]. Journal of Structura Engineering,2003,129(2): 177-185.

[22] Guohua Li, Yinquan Yu, Qiang Gu. Finite element analysis of the steel framework with a concrete wall[J]. Sichuan building science research, 2007, 33 ( 5) : 17-20. (In Chinese)

[23] Xiaotong Peng, Qiang Gu, Lin Chen. Structure test of the semi rigid joints with reinforced concrete shear wall.[J ]. China Civil Engineering Journal, 2008, 41 ( 1) : 64-69. (In Chinese)

[24] Xiaotong Peng, Lili Shen, Lin Chen. Finite element analysis of the steel framework with a concrete shear wall[J]. Industrial Construction, 2010, 40 ( 6) : 107-110. (In Chinese)

[25] Xiaotong Peng, Qiang Gu, Lin Chen. Structure test of the semi rigid joints with reinforced concrete shear wall.[J ]. Journal of Building Structures, 2009, 30 ( 1) : 48-54. (In Chinese)

[26] Xiaotong Peng, Qiang Gu. The damage mechanisms and plasticity analysis of the steel frame with reinforced concrete shear wall hybrid structure[J]. Engineering Mechanics, 2011, 28 ( 8) : 56-61. (In Chinese)

[27] Linfeng Lu, Tao Zhang, Kai Sun. Seismic experimental study on the steel frame with GRC infill wall [J ]. Journal of Building Structures ( Supplementary Issue 1 ) ,2009: 7-11. (In Chinese)

[28] Fengchi Wang, Lee Central Plains, Fusheng Zhu,et al. The researches on the hysteretic performance of steel frame with Mortice-tenon energy-saving wall panels[J].World Earthquake Engineering, 2010, 26 ( 1): 64-68. (In Chinese)

[29] Xiangdong Tong, Jerome F.Hajjar, Arturo E.Schultz. Cyclic behavior of steel frame structures with composite reinforced concrete infill walls and partially-restrained connections[J]. Journal of Constructional Steel Research,2005(61):531-552.

DOI: 10.1016/j.jcsr.2004.10.002

[30] H.A. Moghadam,M.Gh.Mohammadi, M. Ghaemian. Experimental and analytical investigation into crack strength determination of infilled steel frames[J]. Journal of Constructional Steel Research,2006(62):1341-1352.

DOI: 10.1016/j.jcsr.2006.01.002

[31] WilliamK.Saari,Jerome F.Hajjar,Arturo E.Schultz. Behavior of shear studs in steel frames with reinforced concrete infill walls[J]. Journal of Constructional Steel Research ,2004(60):1453–1480.

DOI: 10.1016/j.jcsr.2004.03.003

[32] M. Bruneau , T. Bhagwagar. Seismic retrofit of flexible steel frames using thin infill panels[J]. Engineering Structures,2002(24):443-453.

DOI: 10.1016/s0141-0296(01)00111-0

[33] Rassati GA, Hajjar JF, Schultz AE. Cyclic analysis of PR steel frames with composite reinforced concrete infill walls[J]. Advances in Structures,2003 (1-2):1259-1265.

DOI: 10.1061/40616(281)85