Experimental investigation on shear capacity of partially prefabricated steel reinforced concrete columns |
Yang, Yong
(School of Civil Engineering, Xi'an University of Architecture & Technology)
Chen, Yang (School of Civil Engineering, Xi'an University of Architecture & Technology) Zhang, Jintao (School of Civil Engineering, Xi'an University of Architecture & Technology) Xue, Yicong (School of Civil Engineering, Xi'an University of Architecture & Technology) Liu, Ruyue (School of Civil Engineering, Xi'an University of Architecture & Technology) Yu, Yunlong (School of Civil Engineering, Xi'an University of Architecture & Technology) |
1 | ACI318 (2011), Building code requirements for structural concrete and commentary; American Concrete Institute; Farmington Hill, MI, USA. |
2 | Agheshlui, H., Goldsworthy, H., Gad, E. and Mirza, O. (2017), "Anchored blind bolted composite connection to a concrete filled steel tubular column", Steel Compos. Struct., Int. J., 23(1), 115-130. DOI |
3 | AIJ (1998), Calculation standard and explication of steel reinforced concrete structures; Architectural Institute of Japan, Atomic Energy Press. [Translated by N.Q. Feng, L.P. Ye, in Chinese] |
4 | Albegmprli, H.M.A., Cevik, A., Gulsan, M.E. and Kurtoglu, A.E. (2015), "Reliability analysis of reinforced concrete haunched beams shear capacity based on stochastic nonlinear fe analysis", Comput. Concrete, Int. J., 15(2), 259-277. DOI |
5 | GB/T 50081-2010 (2010), Standard for test method of mechanical properties on ordinary concrete; China Planning Press, Beijing, China. |
6 | Chen, C.C. and Lin, N.J. (2006), "Analytical model for predicting axial capacity and behavior of concrete encased steel composite stub columns", J. Constr. Steel Res., 62(5), 424-433. DOI |
7 | Chen, G.W. and Nielsen, M.P. (1988), Plastic analysis of shear in beams, deep beams and corbels, Technical University of Denmark (DTU), BYG-Rapport; No. R-237, Kongens Lyngby, Denmark. |
8 | Chen, S. and Wu, P. (2017), "Analytical model for predicting axial compressive behavior of steel reinforced concrete column", J. Constr. Steel Res., 128, 649-660. DOI |
9 | Collins, M.P. and Mitchell, D. (1986), "Rational approach to shear design-the 1984 Canadian code provisions", J. Neurosci. Official J. Soc. Neurosci., 83(6), 925-933. |
10 | GB/T 700-2006 (2006), Carbon structure steels; China Planning Press, Beijing, China. |
11 | GB/T 50010-2010 (2010), Code for design of concrete structures; China Architecture and Building Press, Beijing, China. |
12 | Hajjar, J.F. (2002), "Composite steel and concrete structural systems for seismic engineering", J. Constr. Steel Res., 58(5), 703-723. DOI |
13 | Hwang, J.H., Lee, D.H., Oh, J.Y., Choi, S.H., Kang, S.K. and Seo, S.Y. (2016), "Seismic performances of centrifugally-formed hollow-core precast columns with multi-interlocking spirals", Steel Compos. Struct., Int. J., 20(6), 1259-1274. DOI |
14 | Jaillon, L. and Poon, C.S. (2010), "Design issues of using prefabrication in Hong Kong building construction", Construct. Manag. Econ., 28(10), 1025-1042. DOI |
15 | JGJ138 (2016), Code for design of composite structures; China Building Industry Press, Beijing, China. |
16 | Pan, Z.F. and Li, B. (2013), "Truss-arch model for shear strength of shear-critical reinforced concrete columns", J. Struct. Eng., 139(4), 548-560. DOI |
17 | Kang, L., Leon, R.T. and Lu, X. (2015), "Shear strength analyses of internal diaphragm connections to CFT columns", Steel Compos. Struct., Int. J., 18(5), 1083-1101. DOI |
18 | Karimi, K., El-Dakhakhni, W.W. and Tait, M.J. (2012), "Behavior of slender steel-concrete composite columns wrapped with FRP jackets", J. Perform. Constr. Facil., 26(5), 590-599. DOI |
19 | Nielsen, M.P. (2011), Limit Analysis and Concrete Plasticity, Rnford Onr. |
20 | Pereira, M.F., Nardin, S.D. and Debs, A.L.H.C.E. (2016), "Structural behavior of partially encased composite columns under axial loads", Steel Compos. Struct., Int. J., 20(6), 1305-1322. DOI |
21 | Priestley, M.J.N., Verma, R. and Xiao, Y. (1994), "Seismic shear strength of reinforced concrete columns", J. Struct. Eng., 120(8), 2310-2329. DOI |
22 | Safa, M., Shariati, M., Ibrahim, Z., Toghroli, A., Baharom, S.B., Nor, N.M. and Petkovic, D. (2016), "Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steelconcrete composite beam's shear strength", Steel Compos. Struct., Int. J., 21(3), 679-688. DOI |
23 | Tam, V.W.Y., Tam, C.M., Zeng, S.X. and Ng, W.C.Y. (2007), "Towards adoption of prefabrication in construction", Build. Environ., 42(10), 3642-3654. DOI |
24 | Xu, C.H., Zeng, L., Zhou, Q., Tu, X. and Wu, Y. (2015), "Cyclic performance of concrete-encased composite columns with tshaped steel sections", Int. J. Civil Eng., 13(4), 456-467. |
25 | Trentadue, F., Quaranta, G., Greco, R. and Marano, G.C. (2015), "New analytical model for the hoop contribution to the shear capacity of circular reinforced concrete columns", Comput. Concrete, 14(1), 59-71. DOI |
26 | Uy, B. and Bradford, M.A. (1995), "Ductility of profiled composite beams. part I: experimental study", J. Struct. Eng., 121(5), 876-882. DOI |
27 | Vora, T.P. and Shah, B.J. (2016), "Experimental investigation on shear capacity of RC beams with GFRP rebar & stirrups", Steel Compos. Struct., Int. J., 21(6), 1265-1285. DOI |
28 | Wang, Q., Shi, Q. and Tian, H. (2016), "Experimental study on shear capacity of src joints with different arrangement and sizes of cross-shaped steel in column", Steel Compos. Struct., Int. J., 21(2), 267-287. DOI |
29 | Xiao, C., Deng, F., Chen, T. and Zhao, Z. (2017), "Experimental study on concrete-encased composite columns with separate steel sections", Steel Compos. Struct., Int. J., 23(4), 483-491. DOI |
30 | 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. DOI |
31 | Yang, Y., Yu, Y., Guo, Y., Roeder, C.W., Xue, Y. and Shao, Y. (2016), "Experimental study on shear performance of partially precast castellated steel reinforced concrete (CPSRC) beams", Steel Compos. Struct., Int. J., 21(2), 289-302. DOI |
32 | Zhang, S.Q., Chen Z.P., Wang, N. and Chen, Y.L. (2014), "Shear mechanism and shear strength of steel reinforced concrete (SRC) cross-shape 3D column-beam joints", China Civil Eng. J., 9(9), 84-93. |
33 | Yang, Y., Xue, Y., Yu, Y., Ma, N. and Shao, Y. (2017), "Experimental study on flexural performance of partially precast steel reinforced concrete beams", J. Constr. Steel Res., 133, 192-201. DOI |
34 | Zhao, H.T. (2001), Steel-Concrete Composite Structure, Science Press, Beijing, China. |
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