JOURNAL BROWSE
Search
Advanced SearchSearch Tips
Pseudo-dynamic test of the steel frame - Shear wall with prefabricated floor structure
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Pseudo-dynamic test of the steel frame - Shear wall with prefabricated floor structure
Han, Chun; Li, Qingning; Jiang, Weishan; Yin, Junhong; Yan, Lei;
 Abstract
Seismic behavior of new composite structural system with a fabricated floor was studied. A two-bay and three-story structural model with the scale ratio of 1/4 was consequently designed. Based on the proposed model, multiple factors including energy dissipation capacity, stiffness degradation and deformation performance were analyzed through equivalent single degree of freedom pseudo-dynamic test with different earthquake levels. The results show that, structural integrity as well as the effective transmission of the horizontal force can be ensured by additional X bracing at the bottom of the rigidity of the floor without concrete topping. It is proved that the cast-in-place floor in areas with high seismic intensity can be replaced by the prefabricated floor without pouring surface layer. The results provide a reliable theoretical basis for the seismic design of the similar structural systems in engineering application.
 Keywords
frame-shear wall structure;fabricated floor;pseudo-dynamic test;seismic behavior;
 Language
English
 Cited by
 References
1.
Chen, C.H., Hsiao, P.C., Lai, J.W., Lin, M.L., Weng, Y.T. and Tsai, K.C. (2004), "Pseudo-dynamic test of a full-scale CFT/BRB frame: Part 2.Construction and testing", Proceedings of 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, August, Paper No. 2175.

2.
Chen, Z.X., Xu, G.S., Wu, B., Sun, Y.T., Wang, H.D. and Wang, F.L. (2014), "Equivalent force control method for substructure pseudo-dynamic test of a full-scale masonry structure", Earthq. Eng. Struct., 43(7), 969-983. crossref(new window)

3.
Fan, L., Zhao, B. and Lu, X.L. (2006), "Discussion on some problems in pseudodynam ic tests", Struct. Engrs., 22(5), 50-53.

4.
Fan, Y.L., Guo, Y.R., Xiao, Y., Li, F.W. and Shan, B. (2007), "Development in remote collaborative pseudo-dynamic testing platform for single story structures", J. Earthq. Eng. Eng. Vib., 27(3), 77-82.

5.
Fleischman, R., Restrepo, J., Naito, C., Sause, R., Zhang, D. and Schoettler, M. (2012), "Integrated analytical and experimental research to develop a new seismic design methodology for precast concrete diaphragms", J. Struct. Eng., 139(7), 1192-1204.

6.
GB50011 (2010), Code for Seismic Design of Buildings, China Architecture&Building Press, Beijing, China.

7.
JGJ101-96 (1997), Specificating of Testing Methods for Earthquake Resistant Building, China Architecture & Building Press, Beijing, China.

8.
Li, Q.N., Chen, M.G. and Jiang, W.S. (2014), "Shaking table test study on a new assembled monolithic floor-steelplate and frame shear wall structure", Sichuan Build. Sci., 40(2), 158-163.

9.
Liang, X.W. (2011), The Design Theory and Method of Structural Seismic Performance, Science Press, Beijing, China.

10.
Lu, T.J., Qin, S.J., Luo, Y.S. and Yu, Z.W. (2009), "Pseudo-dynamic experimental study on high rise steelconcrete hybrid structure", J. Build. Struct., 30(3), 27-35.

11.
Medhekar, M. and Kennedy, D. (2000), "Displacement-based seismic design of buildings.theory", Eng. Struct., 22(3), 201-209. crossref(new window)

12.
Nakashima, M., Kato, H., Takaoka, E., Nakashima, M., Kato, H. and Takaoka, E. (1992), "Development of real.time pseudo dynamic testing", Earthq. Eng. Struct., 21(1), 79-92. crossref(new window)

13.
Nakashima, M., Akazawa, T. and Igarashi, H. (1995), "Pseudo-dynamic testing using conventional testing devices", Earthq. Eng. Struct., 24(10), 1409-1422. crossref(new window)

14.
Newcombe, M.P., van Beerschoten, W.A., Carradine, D., Pampanin, S. and Buchanan, A.H. (2010), "Inplane experimental testing of timber-concrete composite floor diaphragms", J. Struct. Eng., 136(11), 1461-1468. crossref(new window)

15.
Paquette, J. and Bruneau, M. (2003), "Pseudo-dynamic testing of unreinforced masony building with flexible diaphragm", J. Struct. Eng., 129(6), 708-716. crossref(new window)

16.
Paquette, J. and Bruneau, M. (2006), "Pseudo-dynamic testing of unreinforced masonry building with flexible diaphragm and comparison with existing procedures", Construct. Build. Mater., 20(4), 220-228. crossref(new window)

17.
Priestley, M., Calvi, G. and Kowalsky, M. (2007), "Direct displacement-based seismic design of structures", 2007 NZSEE Conference.

18.
Ren, R. and Naito, C. (2012), "Precast concrete diaphragm connector performance database", J. Struct. Eng., 139(1), 15-27.

19.
Shi, Q.X., Wang, S.L., Su, S.Q., Wang, Q.W. and Zhu, J.Q. (2011), "Pseudo-dynamic test of a reinforced concrete frame-shear wall model structure", China Civil Eng. J., 44(7), 1-9.

20.
Sun, G.X., Ma, X.R., Zhang, W.Q. and Sun, L. (2010), "Constructing assembled type residence pushes forward industrialization of residential construction", Hous. Sci., 12, 34-37.

21.
Wu, B., Xu, G., Li, Y., Shing, P.B. and Ou, J. (2012), "Performance and application of equivalent force control method for real-time substructure testing", J. Eng. Mech. - ASCE, 138(11), 1303-1316. crossref(new window)

22.
Xue, J.Y., Gao, L., Liu, Z.Q., Zhao, H.T. and Chen, Z.P. (2014), "Experimental study on mechanical performances of lattice steel reinforced concrete inner frame with irregular section columns", Steel Compos. Struct., Int. J., 16(3), 253-267. crossref(new window)

23.
Zhang, D., Fleischman, R., Naito, C. and Ren, R. (2010), "Experimental evaluation of pretopped precast diaphragm critical flexure joint under seismic demands", J. Struct. Eng., 137(10), 1063-1074.

24.
Zheng, X.C., Li, Q.N., Pan, S.B. and Jiang, W.S. (2013), "The shaking table test on a prefabricated integral frame-shear wall structure with a new prefabricated floor", J. Earthq. Eng. Eng. Vib., 33(3), 141-142.