Performance of hybrid beam-column joint cast with high strength concrete |
Al-Osta, M.A.
(Department of Civil Engineering, King Fahd University of Petroleum & Minerals (KFUPM))
Al-Khatib, A.M. (Department of Civil Engineering, King Fahd University of Petroleum & Minerals (KFUPM)) Baluch, M.H. (Department of Civil Engineering, King Fahd University of Petroleum & Minerals (KFUPM)) Azad, A.K. (Department of Civil Engineering, King Fahd University of Petroleum & Minerals (KFUPM)) Rahman, M.K. (Center for Engineering Research, Research Institute, King Fahd University of Petroleum & Minerals (KFUPM)) |
1 | Alsayed, S., Al-Salloum, Y., Almusallam, T. and Siddiqui, N. (2010), "Seismic response of FRP-Upgraded exterior RC beamcolumn joints", J. Compos. Constr., 14(2), 195-208. DOI |
2 | Barros, J., Santos, S., Lourento, L. and Goncalves, D. (2008), "Flexural behaviour of steel fibre reinforced self-compacting concrete laminar structures", ISISE-Conference. |
3 | Birtel, V. and Mark, P. (2006), "Parameterised finite element modelling of RC beam shear failure", In 2006 ABAQUS Users, Conference, 95-108. |
4 | Braga, F., Gigliotti, R. and Laterza, M. (2009), "R/C existing structures with smooth reinforcing bars: Experimental behaviour of beam-column joints subject to cyclic lateral loads", Open Constr. Build. Technol. J., 3(1), 52-67. DOI |
5 | Chidambaram, R. and Agarwal, P. (2015), "Seismic behavior of hybrid fiber reinforced cementitious composite beam-column joints", Mater. Des., 86, 771-781. DOI |
6 | Danish A., Baluch, M., K.Rahman, M. and Ilki, A. (2013), "Finite element modeling of seismic performance of low strength concrete exterior beam-column joints", Seismic Evaluat. Rehabilit. Struct., Geotech., Geol. Earthq. Eng., 26, 221-242. |
7 | El-Amoury, T. and Ghobarah, A. (2002), "Seismic rehabilitation of beam-column joint using GFRP sheets", Eng. Struct., 24(11), 1397-1407. DOI |
8 | Ha, G. and Shin, J. (2013), "Evaluation of seismic performance of high strength reinforced concrete exterior beam-column joints using high ductile fibre-reinforced mortar", J. Korea Concrete Inst., 25(4), 419-428. DOI |
9 | El-Dieb, A. (2009), "Mechanical, durability and microstructural characteristics of ultra-high-strength self-compacting concrete incorporating steel fibers", Mater. Des., 30(10), 4286-4292. DOI |
10 | Ganesan, N., Indira, P. and Abraham, R. (2007), "Steel fibre reinforced high performance concrete beam-column joints subjected to cyclic loading", ISET J. Earthq. Technol, 44(3-4), 445-456. |
11 | Ha, J.H., Ha, G.J. and Shin, J.H. (2015), "Improvement and seismic performance evaluation of RC exterior beam-column joints using recycled coarse aggregate with hybrid fiber", J. Korea Inst. Struct. Mainten. Inspect., 19(2), 160-169. DOI |
12 | Ilki, A., Bedirhanoglu, I. and Kumbasar, N. (2011), "Behavior of FRP-retrofitted joints built with plain bars and low-strength concrete", J. Compos. Constr., 15(3), 312-326. DOI |
13 | Jiuru, T., Chaobin, H., Kaijian, Y. and Yongcheng, Y. (1992), "Seismic behavior and shear strength of framed joint using steel-fiber reinforced concrete", J. Struct. Eng., 118(2), 341-358. DOI |
14 | Pampanin, S., Calvi, G.M. and Moratti, M. (2002), "Seismic behavior of RC beam-column joints designed for gravity only", 12th European Conference on Earthquake Engineering. |
15 | Karayannis, C., Chalioris, C.E. and Sirkelis, G. (2008), "Local retrofit of exterior RC beam-column joints using thin RC jackets-An experimental study", Earthq. Eng. Struct. D., 37(5), 727-746. DOI |
16 | Keerthana, J.D. and Reddy, C.S. (2014), "Experimental investigation on hybrid steel fiber reinforced concrete beamcolumn joints under cyclic loading", Int. J. Res. Sci. Technol., 1(11), 6-11. |
17 | Lee, J. and Fenves, G. (1998), "Plastic-damage model for cyclic loading of concrete structures", J. Eng. Mech., 124(8), 892-900. DOI |
18 | Lubliner, J., Oliver, J., Oller, S. and Onate, E. (1989), "A plasticdamage model for concrete", Int. J. Solid. Struct., 25(3), 299-326. DOI |
19 | Oinam, R., Choudhury, M. and Laskar, I. (2013), "Experimental study on beam-column joint with fibres under cyclic loading", IOSR J. Eng., 3(7), 13-23. DOI |
20 | Pantelides, C., Clyde, C. and Reaveley, L. (2002), "Rehabilitation of R/C building joints with FRP composites", 12th World Conference on Earthquake Engineering, Auckland, New Zealand. |
21 | Park, P. (1997), "A static force-based procedure for the seismic assessment of existing reinforced concrete moment resisting frames", Bull. NZ. Nat'l Soc. Earthq. Eng., 30(3), 213-226. |
22 | Perumal, P. and Thanukumari, B. (2011), "Behaviour of M60 concrete using fibre cocktail in exterior beam-column joint under reversed cyclic loading", Asian J. Civ. Eng. (Building and Housing), 12(2), 255-265. |
23 | Prem, P., Bharatkumar, B. and Iyer, N. (2012), "Mechanical properties of ultra high performance concrete", World Acad. Sci., Eng. Technol., 6(8), 676-685. |
24 | Shende, A., Pande, A. and Pathan, M. (2012), "Experimental study on steel fiber reinforced concrete for M-40 grade", Int. Refer. J. Eng. Sci., 1(1), 43-48. |
25 | Rohm, C., Novak, B., Sasmal, S., Karusala, R. and Srinivas, V. (2012), "Behaviour of fibre reinforced beam-column subassemblages under reversed cyclic loading", Constr. Build. Mater., 36, 319-329. DOI |
26 | Sarsam, K. and Al-Azzawi, Z. (2010), "Shear capacity of highstrength fiber reinforced concrete beam-column joints", Eng. Tech. J., 28(6), 1253. |
27 | Sasmal, S., Ramanjaneyulu, K., Novak, B., Srinivas, V., Kumar, K., Korkowskib, K., Roehmb, C., Lakshmanana, N. and Iyera, N. (2011), "Seismic retrofitting of nonductile beam-column subassemblage using FRP wrapping and steel plate jacketing", Constr. Build. Mater., 25(1), 175-182. DOI |
28 | Song, P. and Hwang, S. (2004), "Mechanical properties of highstrength steel fiber-reinforced concrete", Constr. Build. Mater., 18(9), 669-673. DOI |
29 | Wang, Y. and Lee, M. (2007), "Ultra-high strength steel fiber reinforced concrete for strengthening of RC frames", J. Marine Sci. Technol., 15(3), 210-218. |
30 | Tsonos, A., Tegos, I. and Penelis, G. (1993), "Seismic resistance of type 2 exterior beam-column joints reinforced with inclined bars", ACI Struct. J., 89(1), 3-12. |