1 |
Rashad, A.M. (2018), "Lightweight expanded clay aggregate as a building material-An overview", Constr. Build. Mater., 170, 757-775. https://doi.org/10.1016/j.conbuildmat.2018.03.009.
DOI
|
2 |
Tang, C.W. (2017), "Uniaxial bond stress-slip behavior of reinforcing bars embedded in lightweight aggregate concrete", Struct. Eng. Mech., 62(5), 651-661. http://dx.doi.org/10.12989/sem.2017.62.5.651.
DOI
|
3 |
Abd Elrahman, M., El Madawy, M.E., Chung, S.Y., Sikora, P. and Stephan, D. (2019), "Preparation and Characterization of Ultra-Lightweight Foamed Concrete Incorporating Lightweight Aggregates", Appl. Sci., 9(7), 1447. https://doi.org/10.3390/app9071447.
DOI
|
4 |
ACI318M-14 (2014), Building code requirements for structural concrete and commentary, American Concrete Institute, Farmington Hills, MI, USA.
|
5 |
ACI318R-19 (2019), Building code requirements for structural concrete and commentary, Aci Committee
|
6 |
AISC (2016), Specification for structural steel buildings American Institute for Steel Construction (ANSI/AISC 360-16), Chicago, Illinois, USA.
|
7 |
Mostafa, M.M.A., Wu, T., Liu, X. and Fu, B. (2019), "The composite steel reinforced concrete column under axial and seismic loads: A review", Int. J. Steel. Struct., 19(6), 1969-1987. http://link.springer.com/article/10.1007/s13296-019-00257-9.
DOI
|
8 |
Bergmann, R. and Hanswille, G. (2006), "New design method for composite columns including high strength steel", composite constructions in steel and concrete V, Copyright ASCE. 381-389. https://doi.org/10.1061/40826(186)36.
|
9 |
Al-Shahari, A.M., Hunaiti, Y.M. and Ghazaleh, B.A. (2003), "Behavior of lightweight aggregate concrete-encased composite columns", Steel Compos. Struct., 3(2), 97-110. http://dx.doi.org/10.12989/scs.2003.3.2.097.
DOI
|
10 |
An, G.H., Seo, J.K., Cha, S.L. and Kim, J.K. (2018), "An experimental and numerical study on long-term deformation of SRC columns", Comput. Concrete. 22(3), 261-267. http://dx.doi.org/10.12989/cac.2018.22.3.261.
DOI
|
11 |
BS.5400-5 (2002), Steel, concrete and composite bridges; Part 5: Code of Practice for Design of Composite Bridges, BSI publications, London, UK.
|
12 |
de-Sousa, J.B.M. and Caldas, R.B. (2005), "Numerical analysis of composite steel-concrete column of arbitrary cross section", J. Struct. Eng., 131(11), 1721-1730. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:11(1721).
DOI
|
13 |
Esaki, F. and Ono, M. (2001), "Effect of loading rate on mechanical behavior of SRC shearwalls", Steel Compos. Struct., 1(2), 201-212. http://dx.doi.org/10.12989/scs.2001.1.2.201.
DOI
|
14 |
ECP-203 (2018), Egyptian code of practice for design and construction of concrete structures, Housing and Building National Research Center (HBRC), Cairo, Egypt.
|
15 |
De Nardin, S. and El Debs, A. (2007), "Shear transfer mechanisms in composite columns: an experimental study", Steel Compos. Struct., 7(5), 377. http://dx.doi.org/10.12989/scs.2007.7.5.377.
DOI
|
16 |
Ellobody, E. and Young, B. (2011), "Numerical simulation of concrete encased steel composite columns", J. Constr. Steel Res., 67(2), 211-222. https://doi.org/10.1016/j.jcsr.2010.08.003.
DOI
|
17 |
Eurocode-4 (2004), Design of composite steel and concrete structures, part 1.1: general rules and rules for buildings (BS-EN1994-1-1), British Standards Institution, London, UK.
|
18 |
GB/T228.1-2010 (2010), Metallic materials-tensile testing- Part 1: Method of test at room temperature, Press of China, Beijing, China.
|
19 |
Uy, B. (2001), "Axial compressive strength of short steel and composite columns fabricated with high stength steel plate", Steel Compos. Struct., 1(2), 171-185. http://dx.doi.org/10.12989/scs.2001.1.2.171.
DOI
|
20 |
Zhao, X., Wen, F., Chan, T.M. and Cao, S. (2019), "Theoretical stress-strain model for concrete in steel-reinforced concrete columns", J. Struct. Eng., 145(4), 04019009.
DOI
|
21 |
Wang, Q., Shi, Q. and Tao, Y. (2016a), "Experimental and numerical studies on the seismic behavior of steel reinforced concrete compression-bending members with new-type section steel", Adv. Struct. Eng., 19(2), 255-269. https://doi.org/10.1177/1369433215624320.
DOI
|
22 |
Wang, Q., Shi, Q. and Tian, H. (2016b), "Experimental study on shear capacity of SRC joints with different arrangement and sizes of cross-shaped steel in column", Steel Compos. Struct., 21(2), 267-287. http://dx.doi.org/10.12989/scs.2016.21.2.267.
DOI
|
23 |
Watanabe, Y. (1966), "Study on behaviour of strength of composite column consisted of H-shaped steel and light-weight concrete under axial force", T. Architect. Inst. Japan, 127, 15-21, 56. https://ci.nii.ac.jp/naid/110003882658/en/.
|
24 |
Wu, T., Wei, H., Zhang, Y. and Liu, X. (2018), "Axial compressive behavior of lightweight aggregate concrete columns confined with transverse steel reinforcement", Adv. Mech. Eng., 10(3), 1-14. https://doi.org/10.1177/1687814018766632.
DOI
|
25 |
Gonzalez-Corrochano, B., Alonso-Azcarate, J. and Rodas, M. (2009), "Production of lightweight aggregates from mining and industrial wastes", J. Environ. Manage., 90(8), 2801-2812. https://doi.org/10.1016/j.jenvman.2009.03.009.
DOI
|
26 |
Kayali, O. (2008), "Fly ash lightweight aggregates in high performance concrete", Constr. Build. Mater., 22(12), 2393-2399. https://doi.org/10.1016/j.conbuildmat.2007.09.001.
DOI
|
27 |
Tokgoz, S. and Dundar, C. (2008), "Experimental tests on biaxially loaded concrete-encased composite columns", Steel Compos. Struct., 8(5), 423-438. http://dx.doi.org/10.12989/scs.2008.8.5.423.
DOI
|
28 |
Zhu, W.Q., Meng, G. and Jia, J.Q. (2013), "Experimental studies on axial load performance of high-strength concrete short columns", Struct. Build., 167(9), 509-519. https://doi.org/10.1680/stbu.13.00027.
DOI
|
29 |
Fukuhara, M. and Minami, K. (2008). "Seismic performance of new type steel-concrete composite structures considering characteristic both SRC and CFT structures", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October.
|
30 |
50081-2019, G.T. (2019), Standard for test methods of concrete physical and mechanical properties, Press of China, Beijing, China.
|
31 |
JGJ138-2001 (2001), Technical specification for steel reinforced concrete, China Architecture and Building Press, Ministry of Construction of the People's Republic of China, Beijing
|
32 |
Johansson, M. and Gylltoft, K. (2002), "Mechanical behavior of circular steel-concrete composite stub columns", J. Struct. Eng., 128(8), 1073-1081. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:8(1073).
DOI
|
33 |
Liang, C.Y., Chen, C., Weng, C., Yin, Y. and Wang, J. (2014), "Axial compressive behavior of square composite columns confined by multiple spirals", J. Constr. Steel Res., 103(103), 230-240. https://doi.org/10.1016/j.jcsr.2014.09.006.
DOI
|
34 |
Mostafa, M.M.A., Wu, T. and Fu, B. (2021), "Axial behavior of steel reinforced lightweight aggregate concrete columns: Analytical studies", Steel Compos. Struct., 38(2), 223-239. https://doi.org/10.12989/scs.2021.38.2.223.
DOI
|
35 |
Nematzadeh, M. and Ghadami, J. (2017), "Evaluation of interfacial shear stress in active steel tube-confined concrete columns", Comput. Concrete, 20(4), 469-481. DOI: http://dx.doi.org/10.12989/cac.2017.20.4.469.
DOI
|
36 |
Ollgaard, J.G., Slutter, R.G. and Fisher, J.W. (1971), "Shear strength of stud connectors in lightweight and normalweight concrete", Eng. J AISC, 8(5), 55-64. https://preserve.lib.lehigh.edu/islandora/object/preserve%3Abp3378933.
|