1 |
Bentz, E.C., Vecchio, F.J. and Collins, M.P. (2006), "Simplified modified compression field theory for calculating shear strength of reinforced concrete elements", ACI Struct. J., 103(4), 614-624.
|
2 |
Chen, Z. and Liu, X. (2018), "Seismic behavior of steel reinforced concrete cross-shaped column under combined torsion", Steel Compos. Struct., 26(4), 407-420. https://doi.org/10.12989/scs.2018.26.4.407.
DOI
|
3 |
Choi, K.K. and Hong, G.P. (2007), "Unified shear strength model for reinforced concrete beams-Part II: verification and simplified method", ACI Struct. J., 104(2), 153-161.
|
4 |
Thusoo, S., Kono, S., Hamada, J. and Asai, Y. (2020), "Performance of precast hollow steel-encased high-strength concrete piles", Eng. Struct., 204, 109995.
DOI
|
5 |
Hong, W.K., Park, S.C., Kim, J.M., Lee, S.G., Kim, S.I. and Yoon, K.J. and Lee, H.C. (2010a), "Composite beam composed of steel and precast concrete. (Modularized Hybrid System, MHS). Part I: experimental investigation", Struct. Des. Tall Spec. Build., 19, 275-289. https://doi.org/10.1002/tal.507.
DOI
|
6 |
Collins, M.P., Mitchell, D., Adebar, P. and Vecchio, F.J. (1996), "A general shear design method", ACI Struct. J., 93(1), 36-45.
|
7 |
Du, Y., Xiong, M.X., Zhu, J. and Liew, J.R. (2019), "Compressive and flexural behaviors of ultra-high strength concrete encased steel members", Steel Compos. Struct., 33(6), 849-864. https://doi.org/10.12989/scs.2019.33.6.849.
DOI
|
8 |
Hong, W.K., Kim, J.M., Park, S.C., Kim, S.I., Lee, S.G., Lee, H.C. and Yoon, K.J. (2009), "Composite beam composed of steel and pre-cast concrete.(Modularized Hybrid System, MHS) Part II: analytical investigation", Struct. Des. Tall Spec. Build., 18(8), 891-905. https://doi.org/10.1002/tal.484.
DOI
|
9 |
Hong, W.K., Park, S.C., Lee, H.C., Kim, J.M., Kim, S.I., Lee, S. G. and Yoon, K.J. (2010b), "Composite beam composed of steel and precast concrete (Modularized Hybrid System). Part III: Application for a 19-storey building", Struct. Des. Tall Spec. Build., 19(6), 679-706. https://doi.org/10.1002/tal.507.
DOI
|
10 |
Yan, B., Gan, D., Zhou, X. and Zhu, W. (2019). "Influence of slenderness on axially loaded square tubed steel-reinforced concrete columns", Steel Compos. Struct., 33(3), 375-388. https://doi.org/10.12989/scs.2019.33.3.375.
DOI
|
11 |
Yang, Y., Xue, Y. and Yu, Y. (2019a), "Theoretical and experimental study on shear strength of precast steel reinforced concrete beam", Steel Compos. Struct., 32(4), 443-454. https://doi.org/10.12989/scs.2019.32.4.443.
DOI
|
12 |
Yang, Y., Xue, Y., Yu, Y. and Gong, Z. (2019b), "Post-fire test of precast steel reinforced concrete stub columns under eccentric compression", Steel Compos. Struct., 33(1), 111-122. https://doi.org/10.12989/scs.2019.33.1.111.
DOI
|
13 |
YB 9082-2006 (2006), Technical Specification of Steel-Reinforced Concrete Structures, NDaRC; Beijing, China. (in Chinese)
|
14 |
Yu, Y. (2017), "Study on mechanical performance and design method on partially precast steel reinforced concrete beams", Ph.D. Dissertation, Xi'an University of Architecture and Technology, Xi'an. (in Chinese)
|
15 |
Zhu, W., Jia, J. and Zhang, J. (2017), "Experimental research on seismic behavior of steel reinforced high-strength concrete short columns", Steel Compos. Struct., 25(5), 603-615. https://doi.org/10.12989/scs.2017.22.5.603.
DOI
|
16 |
Li, X., Zhou, X., Liu, J. and Wang, X. (2019), "Shear behavior of short square tubed steel reinforced concrete columns with high-strength concrete", Steel Compos. Struct., 32(3), 411-422. https://doi.org/10.12989/scs.2019.32.3.411.
DOI
|
17 |
Hong, W.K., Kim, S.I., Park, S.C., Kim, J.M., Lee, S.G., Yoon, K. J. and Kim, S.K. (2010c), "Composite beam composed of steel and precast concrete (Modularized Hybrid System). Part IV: Application for multi-residential housing", Struct. Des. Tall Spec. Build., 19(7), 707-727. https://doi.org/10.1002/tal.506.
|
18 |
JGJ 138-2016 (2016), Code for design of composite structures, MoHURD; Beijing, China. (in Chinese)
|
19 |
Lacki, P., Derlatka, A. and Kasza, P. (2018), "Comparison of steel-concrete composite column and steel column", Compos. Struct., 202, 82-88. https://doi.org/10.1016/j.compstruct.2017.11.055.
DOI
|
20 |
Lai, B., Liew, J.Y. and Xiong, M. (2019), "Experimental and analytical investigation of composite columns made of high strength steel and high strength concrete", Steel Compos. Struct., 33(1), 67-79. https://doi.org/10.12989/scs.2019.33.1.067.
DOI
|
21 |
Kim, J.H. and Mander, J.B. (2007), "Influence of transverse reinforcement on elastic shear stiffness of cracked concrete elements", Eng. Struct., 29(8), 1798-1807. https://doi.org/10.1016/j.engstruct.2006.10.001.
DOI
|
22 |
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. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000677.
DOI
|
23 |
Patel, V.I., Uy, B., Pathirana, S.W., Wood, S., Singh, M. and Trang, B.T. (2018), "Finite element analysis of demountable steel-concrete composite beams under static loading", Adv. Steel Constr., 14(3), 392-411.
|
24 |
Placas, A. and Regan, P.E. (1971), "Shear failure of reinforced concrete beams", Eng. Struct., 9(87), 32-38.
|