Nghiên cứu nút dầm-cột bê tông cốt thép bị cháy và chịu tải khác nhau có xét đến gia cường CFRP

Applied Technology Council. (2007). FEMA 461 interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components. Redwood City, CA: Applied Technology Council.

Arioz, O. (2007). Effects of elevated temperatures on properties of concrete. Fire Safety Journal, 42(8), 516-522. doi:10.1016/j.firesaf.2007.01.003

ASCE. (2000). Prestandard and commentary for the seismic rehabilitation of buildings. Paper prepsented for Federal Emergency Management Agency, FEMA Publication No. 356, Federal Emergency Management Agency, Washington, D.C.

Attari, N., Youcef, Y. S., & Amziane, S. (2019). Seismic performance of reinforced concrete beam-column joint strengthening by frp sheets. Structures, 20(April), 353-364. doi:10.1016/j.istruc.2019.04.007

Bansal, P. P., Kumar, M., & Dar, M. A. (2016). Retrofitting of exterior RC beam-column joints using ferrocement jackets. Earthquake and Structures, 10(2), 313-328. doi:10.12989/eas.2016.10.2.313

Bingöl, A. F., & Gül, R. (2009). Residual bond strength between steel bars and concrete after elevated temperatures. Fire Safety Journal, 44(6), 854-859. doi:10.1016/j.firesaf.2009.04.001

Campione, G., Cavaleri, L., & Papia, M. (2015). Flexural response of external R.C. beam-column joints externally strengthened with steel cages. Engineering Structures, 104, 51-64. doi:10.1016/j.engstruct.2015.09.009

Dang, T. C., & Dinh, H. N. (2017). Experimental study on structural performance of RC exterior beam-column joints retrofitted by steel jacketing and haunch element under cyclic loading simulating earthquake excitation. Advances in Civil Engineering, 2017(i), 1-12. doi:10.1155/2017/9263460

Del Vecchio, C., Di Ludovico, M., Balsamo, A., Prota, A., Manfredi, G., & Dolce, M. (2014). Experimental investigation of exterior rc beam-column joints retrofitted with FRP systems. Journal of Composites for Construction, 18(4), 1-13. doi:10.1061/(asce)cc.1943-5614.0000459

Ergün, A., Kürklü, G., & Başpinar, M. S. (2016). The effects of material properties on bond strength between reinforcing bar and concrete exposed to high temperature. Construction and Building Materials, 112(2016), 691-698. doi:10.1016/j.conbuildmat.2016.02.213

Fang, K., Sullivan, P. J. E., Lee, C.-C., Fang, I.-C., Yeh, T.-Y., & Wu. M.-Y. (2012). Fire resistance of beam-column subassemblage. ACI Structural Journal, 109(1), 31-40 .

Felicetti, R., Gambarova, P. G., & Meda, A. (2009). Residual behavior of steel rebars and R/C sections after a fire. Construction and Building Materials, 23(12), 3546-3555. doi:10.1016/j.conbuildmat.2009.06.050

Ghobarah, A., & Said, A. (2001). Seismic rehabilitation of beam-column joints using FRP laminates. Journal of Earthquake Engineering, 5(1), 113-129. doi:10.1080/13632460109350388

Han, L., Tan, Q., & Song, T. (2013). Fire performance of Steel Reinforced Concrete (SRC) structures. Procedia Engineering, 62(2013), 46-55. doi:10.1016/j.proeng.2013.08.043

Mahini, S. S., & Ronagh, H. R. (2010). Strength and ductility of FRP web-bonded RC beams for the assessment of retrofitted beam-column joints. Composite Structures, 92(6), 1325-1332. doi:10.1016/j.compstruct.2009.09.006

Mahini, S. S., & Ronagh, H. R. (2011). Web-bonded frps for relocation of plastic hinges away from the column face in exterior RC joints. Composite Structures, 93(10), 2460-2472. doi:10.1016/j.compstruct.2011.04.002

Pampanin, S., Christopoulos, C., & Chen, T. H. (2006). Development and validation of a metallic haunch seismic retrofit solution for existing under-designed RC frame buildings. Earthquake Engineering and Structural Dynamics, 35(14), 1739-1766.

Raouffard, M. M., & Nishiyama, M. (2017). Fire response of exterior reinforced concrete beam-column subassemblages. Fire Safety Journal, 91(February), 498-505. doi:10.1016/j.firesaf.2017.03.054

Sezen, H., Whittaker, A. S., Elwood, K. J., & Mosalam, K. M. (2003). Performance of reinforced concrete buildings during the August 17, 1999 Kocaeli, Turkey earthquake, and seismic design and construction practise in Turkey. Engineering Structures, 25(1), 103-114. doi:10.1016/S0141-0296(02)00121-9

Shafaei, J., Hosseini, A., & Marefat, M. S. (2014). Seismic retrofit of external RC beam-column joints by joint enlargement using prestressed steel angles. Engineering Structures, 81, 265-288. doi:10.1016/j.engstruct.2014.10.006

Song, T.-Y., Han, L.-H., & Tao, Z. (2015). Structural behavior of SRC beam-to-column joints subjected to simulated fire including cooling phase. Journal of Structural Engineering, 141(9), 1-12. doi:10.1061/(asce)st.1943-541x.0001211

Topçu, I. B., & Karakurt, C. (2008). Properties of reinforced concrete steel rebars exposed to high temperatures. Advances in Materials Science and Engineering, 2008, 1-5. doi:10.1155/2008/814137

Truong, T. G., Dinh, H. N., Kim, J.-C., & Choi, K. K. (2017). Seismic performance of exterior RC beam - column joints retrofitted using various retrofit solutions. International Journal of Concrete Structures and Materials, 11(3), 415-433. doi:10.1007/s40069-017-0203-x

Xem thêm