Compressive behavior of profiled double skin composite wall |
Qin, Ying
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University)
Li, Yong-Wei (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University) Su, Yu-Sen (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University) Lan, Xu-Zhao (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University) Wu, Yuan-De (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University) Wang, Xiang-Yu (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University) |
1 | Qin, Y., Zhang, J.C., Shi, P., Chen, Y.F., Xu, Y.H. and Shi, Z.Z. (2018a), "Behavior of improved through-diaphragm connection to square tubular column under tensile loading", Struct. Eng. Mech., Int. J., 68(4), 475-483. |
2 | Qin, Y., Shu, G.P., Du, E.F. and Lu, R.H. (2018b), "Buckling analysis of elastically-restrained steel plates under eccentric compression", Steel Compos. Struct., Int. J., 29(3), 379-389. |
3 | Qin, Y., Du. E.F., Li, Y.W. and Zhang, J.C. (2018c), "Local buckling of steel plates in composite structures under combined bending and compression", ISIJ Int., 58(11), 2133-2141. DOI |
4 | Qin, Y., Shu, G.P., Zhou, X.L., Han, J.H. and He, Y.F. (2019), "Height-thickness ratio on axial behavior of composite wall with truss connector", Steel Compos. Struct., Int. J., 30(4), 315-325. DOI: https://doi.org/10.12989/scs.2019.30.4.315 |
5 | Rafiei, S., Hossain, K.M.A., Lachemi, M., Behdinan, K. and Anwar, M.S. (2013), "Finite element modeling of double skin profiled composite shear wall system under in-plane loadings", Eng. Struct., 56, 46-57. DOI |
6 | AISC 360-16 (2016), Specification for structural steel buildings; American Institute of Steel Construction, Chicago, IL, USA. |
7 | Al-Deen, S. (2018), "Hydro-mechanical analysis of non-uniform shrinkage development and its effects on steel-concrete composite slabs", Steel Compos. Struct., Int. J., 26(3), 303-314. |
8 | Bednar, J., Wald, F., Vodicka, J. and Kohoutkova, A. (2013), "Experiments on membrane action of composite floors with steel fibre reinforced concrete slab exposed to fire", Fire Safety J., 59, 111-121. DOI |
9 | BS EN 1994-1-1 (2004), Eurocode 4: Design of composite steel and concrete structures-Part 1-1: General rules and rules for buildings; British Standards Institution, London, UK. |
10 | CECS 159 (2004), Technical specification for structures with concrete-filled rectangular steel tube members; China Association for Engineering Construction Standardization, Beijing, China. |
11 | Liang, Q.Q. and Uy, B. (2000), "Theoretical study on the postlocal buckling of steel plates in concrete-filled box columns", Comput. Struct., 75, 479-490. DOI |
12 | Mydin, M.A.O. and Wang, Y.C. (2011), "Structural performance of lightweight steel-foamed concrete-steel composite walling system under compression", Thin Wall Struct., 49, 66-76. DOI |
13 | Prabha, P., Marimuthu, V., Saravanan, M., Palani, G.S., Lakshmanan, N. and Senthil, R. (2013), "Effect of confinement on steel-concrete composite light-weight load-bearing wall panels under compression", J. Constr. Steel Res., 81, 11-19. DOI |
14 | Qin, Y. and Chen, Z.H. (2016), "Research on cold-formed steel connections: A state-of-the-art review", Steel Compos. Struct., Int. J., 20(1), 21-41. DOI |
15 | Qin, Y., Chen, Z.H. and Rong, B. (2015a), "Component-based mechanical models for concrete-filled RHS connections with diaphragms under bending moment", Adv. Struct. Eng., 18(8), 1241-1255. DOI |
16 | Qin, Y., Lu, J.Y. and Cao, S. (2017b), "Theoretical study on local buckling of steel plate in concrete filled tube column under axial compression", ISIJ Int., 57(9), 1645-1651. DOI |
17 | Qin, Y., Chen, Z.H. and Rong, B. (2015b), "Modeling of CFRT through-diaphragm connections with H-beams subjected to axial load", J. Contr. Steel Res., 114, 146-156. DOI |
18 | Qin, Y., Chen, Z.H., Bai, J.J. and Li, Z.L. (2016), "Test of extended thick-walled through-diaphragm connection to thickwalled CFT column", Steel Compos. Struct., Int. J., 20(1), 1-20. DOI |
19 | Qin, Y., Shu, G.P., Fan, S.G., Lu, J.Y., Cao, S. and Han, J.H. (2017a), "Strength of double skin steel-concrete composite walls", Int. J. Steel Struct., 17(2), 535-541. DOI |
20 | Kataoka, M.N., Friedrich, J.T. and El Debs, A.L.H.C. (2017), "Experimental investigation of longitudinal shear behavior for composite floor slab", Steel Compos. Struct., Int. J., 23(3), 351-362. DOI |
21 | Fang, H., Xu, X., Liu, W.Q., Qi, Y.J., Bai, Y., Zhang, B. and Hui, D. (2016), "Flexural behavior of composite concrete slabs reinforced by FRP grid facesheets", Compos. Part B-Eng., 92, 46-62. DOI |
22 | Gholamhoseini, A., Gilbert, R.I., Bradford, M. and Chang, Z.T. (2014), "Time-Dependent Deflection of Composite Concrete Slahs", ACI Struct., J., 111(4), 765-775. DOI |
23 | Hao, T.Y., Cao, W.L., Qiao, Q.Y., Liu, Y. and Zheng, W.B. (2017), "Structural performance of composite shear walls under compression", Appl. Sci.-Basel, 7(2), 162. DOI |
24 | Hilo, S.J., Badaruzzaman, W.H.W., Osman, S.A. and Al-Zand, A.W. (2016), "Structural behavior of composite wall systems strengthened with embedded cold-formed steel tube", Thin Wall Struct., 98, 607-616. DOI |
25 | Winter, G. (1947), "Strength of thin steel compression flanges", Trans ASCE, 112, 527-554. |
26 | Hossain, K.M.A. (2000), "Axial load behaviour of pierced profied composite walls", IPENZ Transaction, 27(1), 1-7. |
27 | Saggaff, A., Tahir, M.M., Sulaiman, A., Ngian, S.P. and Mirza, J. (2015), "Standardization of composite connections for trapezoid web profiled steel sections", Struct. Eng. Mech., Int. J., 55(4), 765-784. DOI |
28 | Uy, B. and Bradford, M.A. (1996), "Elastic local buckling of steel plates in composite steel-concrete members", Eng. Struct., 18, 193-200. DOI |
29 | Wright, H.D. (1998), "The axial load behaviour of composite walling", J. Constr. Steel Res., 45(3), 353-375. DOI |
30 | Yousefi, M. and Ghalehnovi, M. (2018), "Finite element model for interlayer behavior of double skin steel-concrete-steel sandwich structure with corrugated-strip shear connectors", Steel Compos. Struct., Int. J., 27(1), 123-133. |