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Cyclic tests of steel frames with composite lightweight infill walls
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  • Journal title : Earthquakes and Structures
  • Volume 10, Issue 1,  2016, pp.163-178
  • Publisher : Techno-Press
  • DOI : 10.12989/eas.2016.10.1.163
 Title & Authors
Cyclic tests of steel frames with composite lightweight infill walls
Hou, Hetao; Chou, Chung-Che; Zhou, Jian; Wu, Minglei; Qu, Bing; Ye, Haideng; Liu, Haining; Li, Jingjing;
 Abstract
Composite Lightweight (CL) insulated walls have gained wide adoption recently because the exterior claddings of steel building frames have their cost effectiveness, good thermal and structural efficiency. To investigate the seismic behavior, lateral stiffness, ductility and energy dissipation of steel frames with the CL infill walls, five one-story one-bay steel frames were fabricated and tested under cyclic loads. Test results showed that the bolted connections allow relative movement between CL infill walls and steel frames, enabling the system to exhibit satisfactory performance under lateral loads. Additionally, it is found that the addition of diagonal steel straps to the CL infill wall significantly increases the initial lateral stiffness, load-carrying capacity, ductility and energy dissipation capacity of the system. Furthermore, the test results indicate that the lateral stiffness values of the frames with the CL infill wall are similar to those of the bare steel frames in large lateral displacement.
 Keywords
composite lightweight infill wall;steel frame;bolted connection;cyclic test;energy;
 Language
English
 Cited by
1.
Experimental and numerical study on the hysteretic behavior of composite partially restrained steel frame-reinforced concrete infill walls with vertical slits, Bulletin of Earthquake Engineering, 2017  crossref(new windwow)
 References
1.
ATC 63 (2009), Quantification of Building Seismic Performance Factors, Applied Technology Council (ATC), Federal Emergency Management Agency.

2.
ABAQUS (2009), ABAQUS Analysis user's manual I-V, Version 6.9, USA.

3.
Aliaari, M. and Memari, A.M. (2005), "Analysis of masonry infilled steel frames with seismic isolator subframes", Eng. Struct., 27(4), 487-500. crossref(new window)

4.
Benayoune, A., Abdul Samad, A.A., Trikha, D.N., Abang Ali, A.A. and Ellinna, S.H.M. (2008), "Flexural behaviour of pre-cast concrete sandwich composite panel-experimental and theoretical investigations", Constr. Build. Mater., 22(4), 580-592. crossref(new window)

5.
Cavaleri, L. and Trapani, F.D. (2014), "Cyclic response of masonry infilled RC frames: experimental resultsand simplified modeling", Soil Dyn. Earthq. Eng., 65, 224-242. crossref(new window)

6.
Carrillo, J. and Alcocer, S. (2013), "Simplified equation for estimating periods of vibration of concrete wall housing", Eng. Struct., 52, 446-454. crossref(new window)

7.
Chou, C.C. and Uang, C.M. (2000), "Establishing absorbed energy spectra-an attenuation approach", Earthq. Eng. Struct. Dyn., 29(10), 1441-1455. crossref(new window)

8.
Chou, C.C. and Uang, C.M. (2003), "A procedure for evaluating seismic energy demand of framed structures", Earthq. Eng. Struct. Dyn., 32(2), 229-244. crossref(new window)

9.
El-Sokkary, H. and Galal, K. (2009), "Analytical investigation of the seismic performance of RC frames rehabilitated using different rehabilitation techniques", Eng. Struct., 31(9), 1955-1966. crossref(new window)

10.
Fang, M.J., Wang, J.F. and Li, G.Q. (2013), "Shaking table test of steel frame with ALC external wall panels", J. Constr. Steel Res., 80, 278-286. crossref(new window)

11.
GB50011-2010 (2010), Chinese Code for Seismic Design of Buildings, Ministry of Housing and Urban-Rural Development of the People's Republic of China. (in Chinese)

12.
Hou, H.T., Hu, X.J., Li, G.Q. and Wang, Y.M. (2009), "Ultimate load-bearing capacity of the energy-saving composite sandwich panels", J. Build. Mater., 12(1), 106-111. (in Chinese)

13.
Lee, H.S. and Ko, D.W. (2007), "Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories", Eng. Struct., 29(11), 3149-3167. crossref(new window)

14.
Le, B.D. (2014), "Analytical study of partially-restrained steel frames with reinforced concrete infill walls subjected to cyclic loading", Department of Civil Engineering, National Taiwan University, Taipei, Taiwan.

15.
Sun, G.H., He, R.Q., Gu, Q.A. and Fang, Y.Z. (2011), "Cyclic behavior of partially-restrained steel frame with RC infill walls", J. Constr. Steel Res., 67(12), 1821-1834. crossref(new window)

16.
Tong, X., Hajjar, J.F., Schultz, A.E. and Shield, C.K. (2005), "Cyclic behavior of steel frame structures with composite reinforced concrete infill walls and partially-restrained connections", J. Constr. Steel Res., 61(4), 531-552. crossref(new window)

17.
Wallace, J. and Wada, A. (2000), "Hybrid wall systems: US-Japan research", Proceedings of 12th World Conference on Earthquake Engineering, New Zealand.