1 |
Han, L.H., Zhou, K., Tan, Q.H. and Song, T.Y. (2016), "Performance of steel-reinforced concrete column after exposure to fire: FEA model and experiments", J. Struct. Eng., 142(9), 04016055. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001511
DOI
|
2 |
ISO-834 (1975), Fire-resistance tests-Elements of building construction, Geneva, Switzerland.
|
3 |
Kim, S., Hong, W.K., Kim, J.H. and Kim, J.T. (2013), "The development of modularized construction of enhanced precast composite structural systems (Smart Green frame) and its embedded energy efficiency", Energy Build., 66(5), 16-21. https://doi.org/10.1016/j.enbuild.2013.07.023
DOI
|
4 |
Kurama, Y.C., Sritharan, S., Fleischman, R.B., Restrepo, J.I., Henry, R.S., Cleland, N.M., Ghosh, S.K. and Bonelli, P. (2018), "Seismic-Resistant Precast Concrete Structures: State of the Art", J. Struct. Eng., 144(4), 03118001. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001972
DOI
|
5 |
Leong, S.H., Sulong, N.H.R. and Jameel, M. (2016), "Bolted connections to tubular columns at ambient and elevated temperatures - a review", Steel Compos. Struct., Int. J., 21(2), 303-321. http://dx.doi.org/10.12989/scs.2016.21.2.303
DOI
|
6 |
Park, R. (1988), "State of the art report ductility evaluation from laboratory and analytical testing", Proceedings of 9th World Conference on Earthquake Engineering, Tokyo, Japan, August.
|
7 |
Tang, C.W. (2017), "Fire resistance of high strength fiber reinforced concrete filled box columns", Steel Compos. Struct., Int. J., 23(5), 611-621. http://dx.doi.org/10.12989/scs.2017.23.5.611
DOI
|
8 |
Tang, C.W. (2018), "Fire resistance of high strength concrete filled steel tubular columns under combined temperature and loading", Steel Compos. Struct., Int. J., 27(2), 243-253. http://dx.doi.org/10.12989/scs.2018.27.2.243
|
9 |
Won, D.H., Han, T.H., Kim, S. and Kang, Y.J. (2016), "Fire resistance of double-skinned composite tubular columns including concrete confinement", Mater. Struct., 49(4), 1269-1284. https://doi.org/10.1617/s11527-015-0575-9
DOI
|
10 |
Ukanwa, K.U., Sharma, U., Hicks, S.J., Abu, A., Lim, J.B.P. and Clifton, C.G. (2017), "Behaviour of continuous concrete filled steel tubular columns loaded concentrically in fire", J. Constr. Steel Res., 136, 101-109. https://doi.org/10.1016/j.jcsr.2017.05.011
DOI
|
11 |
Yang, Y., Yu, Y., Guo, Y., Roeder, C.W., Xue, Y. and Shao, Y. (2016), "Experimental study on shear performance of partially precast Castellated Steel Reinforced Concrete (CPSRC) beams", Steel Compos. Struct., Int. J., 21(2), 289-302. http://dx.doi.org/10.12989/scs.2016.21.2.289
DOI
|
12 |
Zheng, W., Wang, R. and Wang, Y. (2014), "Experimental study on thermal parameter of reactive powder concrete", J. Build. Struct., 35(9), 107-114. [In Chinese] http://dx.doi.org/10.14006/j.jzjgxb.2014.09.014
|
13 |
Yang, Y., Xue, Y., Yu, Y. and Gao, F. (2018), "Experimental study on seismic performance of partially precast steel reinforced concrete columns", Eng. Struct., 175, 63-75. https://doi.org/10.1016/j.engstruct.2018.08.027
DOI
|
14 |
Ye, Z., Jiang, S., Heidarpour, A., Li, Y. and Li, G. (2019), "Experimental study on cyclically-damaged steel-concrete composite joints subjected to fire", Steel Compos. Struct., Int. J., 30(4), 351-364. http://dx.doi.org/10.12989/scs.2019.30.4.351
|
15 |
Zaharia, R. and Dubina, D. (2014), "Fire design of concrete encased columns: validation of an advanced calculation model", Steel Compos. Struct., Int. J., 17(6), 835-850. http://dx.doi.org/10.12989/scs.2014.17.6.835
DOI
|
16 |
Zhou, K. and Han, L.H. (2018), "Experimental performance of concrete-encased CFST columns subjected to full-range fire including heating and cooling", Eng. Struct., 165, 331-348. https://doi.org/10.1016/j.engstruct.2018.03.042
DOI
|
17 |
Chen, Z., Liu, X. and Zhou, W. (2018), "Residual bond behavior of high strength concrete-filled square steel tube after elevated temperatures", Steel Compos. Struct., Int. J., 27(4), 509-523. http://dx.doi.org/10.12989/scs.2018.27.4.509
|
18 |
ABAQUS (2016), ABAQUS 2016 Documentation, Dassault Systemes, Providence, RI, USA.
|
19 |
Abdulraheem, M.S. and Kadhum, M.M. (2018), "Experimental and numerical study on post-fire behaviour of concentrically loaded reinforced reactive powder concrete columns", Constr. Build. Mater., 168, 877-892. https://doi.org/10.1016/j.conbuildmat.2018.02.123
DOI
|
20 |
BS EN 1994-1-2 (2005), Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design, Brussels, Belgium.
|
21 |
Chu, L., Li, D., Ma, X. and Zhao, J. (2018), "Cyclic behaviour of concrete encased steel (CES) column-steel beam joints with concrete slabs", Steel Compos. Struct., Int. J., 29(6), 735-748. http://dx.doi.org/10.12989/scs.2018.29.6.735
|
22 |
Espinos, A., Romero, M.L., Portoles, J.M. and Hospitaler, A. (2014), "Ambient and fire behavior of eccentrically loaded elliptical slender concrete-filled tubular columns", J. Constr. SteelRes., 100, 97-107. https://doi.org/10.1016/j.jcsr.2014.04.025
DOI
|
23 |
Hajjar, J.F. (2002), "Composite steel and concrete structural systems for seismic engineering", J. Constr. Steel Res., 58(5), 703-723. https://doi.org/10.1016/S0143-974X(01)00093-1
DOI
|
24 |
Han, C.G., Hwang, Y.S., Yang, S.H. and Gowripalan, N. (2005), "Performance of spalling resistance of high performance concrete with polypropylene fiber contents and lateral confinement", Cement Concrete Res., 35(9), 1747-1753. https://doi.org/10.1016/j.cemconres.2004.11.013
DOI
|
25 |
Han, L.H., Tan, Q.H. and Song, T.Y. (2015), "Fire performance of steel reinforced concrete columns", J. Struct. Eng., 141(4), 04014128. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001081
DOI
|