1 |
Qiao, Q.Y., Zhang, W.W., Qian, Z.W., Cao, W.L. and Liu, W.C. (2017), "Experimental study on mechanical behavior of shear connectors of square concrete filled steel tube", Appl. SCIBasel, 7(8), 818.
DOI
|
2 |
Qu, X.S., Chen, Z.H. and Sun, G.J. (2015), "Axial behaviour of rectangular concrete-filled cold-formed steel tubular columns with different loading methods", Steel Compos. Struct., Int. J., 18(1), 71-90.
DOI
|
3 |
Saridemir, M., Severcan, M.H. and Celikten, S. (2017), "Mechanical properties of SFRHSC with metakaolin and ground pumice: Experimental and predictive study", Steel Compos. Struct., Int. J., 23(5), 543-555.
DOI
|
4 |
Shirali, N.M. (2002), "Seismic resistance of hybrid shear wall system", Ph.D. Dissertation; Darmstadt University of Technology, Germany.
|
5 |
Singh, S.P. and Kaushik, S.K. (2001), "Flexural fatigue analysis of steel fiber-reinforced concrete", ACI Mater. J., 98(4), 306-312.
|
6 |
Tang, C.W. (2017), "Fire resistance of high strength fiber reinforced concrete filled box columns", Steel Compos. Struct., Int. J., 23(5), 611-621.
DOI
|
7 |
Tang, X.R., Jiang, Y.S. and Ding, D.J. (1993), "Application of the theory of softened truss to low-rise steel fiber high strength concrete shear walls", J. Build. Struct., 14(2), 2-11. [In Chinese]
|
8 |
Vetr, M.G., Shirali, N.M. and Ghamari, A. (2016), "Seismic resistance of hybrid shear wall (HSW) systems", J. Constr. Steel Res., 116, 247-270.
DOI
|
9 |
Wille, K. and Naaman, A.E. (2012), "Pullout Behavior of High-Strength Steel Fibers Embedded in Ultra-High-Performance Concrete", ACI Mater. J., 109(4), 479-487.
|
10 |
Xia, Z.M. and Naaman, A.E. (2002), "Behavior and modeling of infill fiber-reinforced concrete damper element for steelconcrete shear wall", ACI Struct. J., 99(6), 727-739.
|
11 |
Xu, C., Su, Q.T. and Masuya, H. (2017), "Static and fatigue performance of stud shear connector in steel fiber reinforced concrete", Steel Compos. Struct., Int. J., 24(4), 467-479.
|
12 |
Zerbino, R.L. and Barragan, B.E. (2012), "Long-Term Behavior of Cracked Steel Fiber-Reinforced Concrete Beams under Sustained Loading", ACI Mater. J., 109(2), 215-224.
|
13 |
Zhao, J. and Dun, H.H. (2014), "A restoring force model for steel fiber reinforced concrete shear walls", Eng. Struct., 75, 469-476.
DOI
|
14 |
Zhao, J., Gao, D.Y. and Du, X.L. (2009), "Seismic behavior of steel fiber reinforced concrete low-rise shear wall", Earthq. Eng. Eng. Vib., 29(4), 103-108.
|
15 |
Xiao, C.Z., Cai, S.H., Chen, T. and Xu, C.L. (2012), "Experimental study on shear capacity of circular concrete filled steel tubes", Steel Compos. Struct., Int. J., 13(5), 437-449.
DOI
|
16 |
Cai, G.C., Zhao, J., Degee, H. and Vandoren, B. (2016), "Shear capacity of steel fibre reinforced concrete coupling beams using conventional reinforcements", Eng. Struct., 128, 428-440.
DOI
|
17 |
Cao, W.L., Zhang, J.W., Dong, H.Y. and Wang, M. (2011), "Research on seismic performance of shear walls with concrete filled steel tube columns and concealed steel trusses", Earthq. Eng. Eng. Vib., 10(4), 535-546.
DOI
|
18 |
CECS 230:2008 (2008), Specification for design of steel-concrete mixed structure of tall buildings; Regulation of China Association for Engineering Construction Standardization, Beijing, China.
|
19 |
Chen, G., Hadi, M.N.S., Gao, D.Y. and Zhao, L.P. (2015), "Experimental study on the properties of corroded steel fibres", Constr. Build. Mater., 79, 165-172.
DOI
|
20 |
Eltobgy, H.H. (2013), "Structural design of steel fibre reinforced concrete in-filled steel circular columns", Steel Compos. Struct., Int. J., 14(3), 267-282.
DOI
|
21 |
Eom, T., Kang, S. and Kim, O. (2014), "Earthquake resistance of structural walls confined by conventional tie hoops and steel fiber reinforced concrete", Earthq. Struct., Int. J., 7(5), 843-859.
DOI
|
22 |
Gao, D.Y., Zhang, L.J. and Nokken, M. (2017a), "Mechanical behavior of recycled coarse aggregate concrete reinforced with steel fibers under direct shear", Cement Concrete Compos., 79, 1-8.
DOI
|
23 |
Gao, D.Y., Zhang, L.J. and Nokken, M. (2017b), "Compressive behavior of steel fiber reinforced recycled coarse aggregate concrete designed with equivalent cubic compressive strength", Constr. Build. Mater., 141, 235-244.
DOI
|
24 |
GB/T 228.1-2010 (2010), Metallic materials-Tensile testing-Part 1: Method of test at room temperature, Sandardization Administration of China; Beijing, China.
|
25 |
Hu, H.S., Nie, J.G., Fan, J.S., Tao, M.X., Wang, Y.H. and Li, S.Y. (2016), "Seismic behavior of CFST-enhanced steel platereinforced concrete shear walls", J. Constr. Steel Res., 119, 176-189.
DOI
|
26 |
Huang, F.Y., Yu, X.M. and Chen, B.C. (2012), "The structural performance of axially loaded CFST columns under various loading conditions", Steel Compos. Struct., Int. J., 13(5), 451-471.
DOI
|
27 |
Kang, T.H.K., Kim, W., Massone, L.M. and Galleguillos, T.A. (2012), "Shear-Flexure Coupling Behavior of Steel Fiber-Reinforced Concrete Beams", ACI Struct. J., 109(4), 435-444.
|
28 |
Li, N., Lu, Y.Y., Li, S. and Liang, H.J. (2015), "Statistical-based evaluation of design codes for circular concrete-filled steel tube columns", Steel Compos. Struct., Int. J., 18(2), 519-546.
DOI
|
29 |
Liao, F.Y., Han, L.H. and Tao, Z. (2009), "Seismic behaviour of circular CFST columns and RC shear wall mixed structures: Experiments", J. Constr. Steel Res., 65(8-9), 1582-1596.
DOI
|
30 |
Mirsayah, A.A. and Banthia, N. (2002), "Shear strength of steel fiber-reinforced concrete", ACI Mater. J., 99(5), 473-479.
|