Post-fire test of precast steel reinforced concrete stub columns under eccentric compression |
Yang, Yong
(School of Civil Engineering, Xi'an University of Architecture and Technology)
Xue, Yicong (School of Civil Engineering, Xi'an University of Architecture and Technology) Yu, Yunlong (School of Civil Engineering, Xi'an University of Architecture and Technology) Gong, Zhichao (School of Civil Engineering, Xi'an University of Architecture and Technology) |
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 |