1 |
Amadio, C., Fragiacomo, M. and Macorini, L. (2012), "Evaluation of the deflection of steel-concrete composite beams at serviceability limit state", J. Constr. Steel Res., 73, 95-104.
DOI
|
2 |
Ding, F.X., Liu, J., Liu, X.M., Yu, Z.W. and Li, Y.S. (2018), "Experimental investigation on hysteretic behavior of simply supported steel-concrete composite beam", J. Constr. Steel Res., 144, 153-165.
DOI
|
3 |
Elmatzoglou, M. and Avdelas, A. (2017), "Numerical Modelling of Double-Steel Plate Composite Shear Walls", Computation, 5(1), 12.
DOI
|
4 |
Luo, Y., Guo, X., Li, J., Xiong, Z., Meng, L., Dong, N. and Zhang, J. (2015), "Experimental research on seismic behaviour of the concrete-filled double-steel-plate composite wall", Adv. Struct. Eng., 18(11), 1845-1858.
DOI
|
5 |
Machacek, J. and Cudejko, M. (2013), "Design of shear connection between steel truss and concrete slab", Procedia Eng., 57, 722-729.
DOI
|
6 |
Machacek, J. and Charvat, M. (2017), "Study on shear connection of bridge steel truss and concrete slab deck", J. Civil Eng. Manag., 23(1), 105-112.
|
7 |
Henderson, I.E.J., Zhu, X.Q., Uy, B. and Mirza, O. (2015), "Dynamic behaviour of steel-concrete composite beams with different types of shear connectors. Part I: Experimental study", Eng. Struct., 103, 298-307.
DOI
|
8 |
El-Zohairy, A., Salim, H., Shaaban, H., Mustafa, S. and El-Shihy, A. (2017), "Experimental and FE parametric study on continuous steel-concrete composite beams strengthened with CFRP laminates", Constr. Build. Mater., 157, 885-898.
DOI
|
9 |
GB 50017-2017 (2017), Standard for design of steel structures; Ministry of housing and urban-rural development of the people's republic of China, General administration of quality supervision, inspection and quarantine of the People's Republic of China.
|
10 |
Goncalves, R. (2018), "An improved geometrically exact planar beam finite element for curved steel and steel-concrete composite beams", Thin-Wall. Struct., 123, 492-500.
DOI
|
11 |
Huang, Y.J., Xiao, J.Z. and Shen, L. (2016), "Damage assessment for seismic response of recycled concrete filled steel tube columns", Earthq. Eng. Eng. Vib., 15(3), 607-616.
DOI
|
12 |
Uddin, M.A., Sheikh, A.H., Brown, D., Bennett, T. and Uy, B. (2018), "Geometrically nonlinear inelastic analysis of steelconcrete composite beams with partial interaction using a higher-order beam theory", Int. J. Non-Linear Mech., 100, 34-47.
DOI
|
13 |
Pathirana, S.W., Uy, B., Mirza, O. and Zhu, X. (2016), "Flexural behaviour of composite steel-concrete beams utilising blind bolt shear connectors", Eng. Struct., 114, 181-194.
|
14 |
Song, A., Wan, S., Jiang, Z. and Xu, J. (2018), "Residual deflection analysis in negative moment regions of steel-concrete composite beams under fatigue loading", Constr. Build. Mater., 158, 50-60.
DOI
|
15 |
Subhani, M., Al-Ameri, R. and Kabir, M.I. (2018), "Hybrid strengthening of steel-concrete composite beam, part 1: Experimental investigation", J. Constr. Steel Res., 141, 23-25.
DOI
|
16 |
Wen, J., Sheikh, A.H., Uddin, M.A. and Uy, B. (2018), "Analytical model for flexural response of two-layered composite beams with interfacial shear slip using a higher order beam theory", Compos. Struct., 184, 789-799.
|
17 |
Xian, Q., Tong, L., Zhou, L. and Chen, Y. (2017), "Experimental investigation on fatigue strength of joints between SRC beams and concrete-filled RHS columns", KSCE J. Civil Eng., 21(5), 1802-1811.
DOI
|
18 |
Yin, G.A., Ding, F.X., Wang, H.B., Bai, Y. and Liu, X.M. (2017), "Connection performance in steel-concrete composite truss bridge structures", J. Bridge Eng., 22(3), 04016126.
DOI
|
19 |
Jiang, S., Guo, X., Xiong, Z., Cai, Y. and Zhu, S. (2017), "Experimental studies on behaviour of tubular T-joints reinforced with grouted sleeve", Steel Compos. Struct., Int. J., 23(5), 585-596.
DOI
|
20 |
Jiang, L.Z., Feng, Y.L. and Zhou, W.B. (2018), "Analysis on natural vibration characteristics of steel-concrete composite truss beam", Steel Compos. Struct., Int. J., 26(1), 79-87.
|
21 |
Liu, X., Bradford, M.A., Chen, Q.J. and Ban, H. (2016), "Finite element modelling of steel-concrete composite beams with high-strength friction-grip bolt shear connectors", Finite Elem. Anal. Des., 108, 54-65.
DOI
|
22 |
Karam, E.C., Hawileh, R.A., El Maaddawy, T. and Abdalla, J.A. (2017), "Experimental investigations of repair of pre-damaged steel-concrete composite beams using CFRP laminates and mechanical anchors", Thin-Wall. Struct., 112, 107-117.
DOI
|
23 |
Katwal, U., Tao, Z. and Hassan, M.K. (2018), "Finite element modelling of steel-concrete composite beams with profiled steel sheeting", J. Constr. Steel Res., 146, 1-15.
DOI
|
24 |
Lai, Z., Jiang, L., Zhou, W. and Chai, X. (2017), "Improved finite beam element method to analyze the natural vibration of steelconcrete composite truss beam", Shock Vib., 5323246.
|
25 |
Liu, X.P., Bradford, M.A. and Ataei, A. (2017), "Flexural performance of innovative sustainable composite steel-concrete beams", Eng. Struct., 130, 282-296.
DOI
|
26 |
Long, Y.Q., Bao, S.H., Kuang, W.Q. and Yuan, S. (2012), Structural Mechanics I-Basic Tutorials, Higher Education Press, Beijing, China.
|
27 |
Lou, T.J., Lopes, S.M.R. and Lopes, A.V. (2016), "Numerical modeling of externally prestressed steel-concrete composite beams", J. Struct. Eng., 121, 229-236.
|
28 |
Zhang, F., Lu, Y., Li, S. and Zhang, W. (2018), "Eccentrically compressive behaviour of RC square short columns reinforced with a new composite mehtod", Steel Compos. Struct., Int. J., 27(1), 95-108.
|
29 |
Xiong, M.X. and Liew, J.Y.R. (2016), "Mechanical bahviour of ultra-high strength concrete at elevated temperatures and fire resistance of ultra-high strength concrete filled steel tubes", Mater. Des., 104, 414-427.
DOI
|
30 |
Xiong, Z., Guo, X., Luo, Y. and Zhu, S. (2017), "Elasto-plastic stability of single-layer reticulated shells with aluminium alloy gusset joints", Thin-wall. Struct., 115, 163-175.
DOI
|
31 |
Zhu, L., Nie, J.G., Li, F.X. and Ji, W.Y. (2015), "Simplified analysis method accounting for shear-lag effect of steel-concrete composite decks", J. Struct. Eng., 115, 62-80.
|