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Hu, H.-S., Yang, Z.-J., Xu, L., Zhang, Y.-X., Gao, Y.-C., Axial compressive behavior of square concrete-filled steel tube columns with high-strength steel fiber-reinforced concrete, Eng. Struct., 2023, 285: 116047, 10.1016/j.engstruct.2023.116047HuH.-S.YangZ.-J.XuL.ZhangY.-X.GaoY.-C.Axial compressive behavior of square concrete-filled steel tube columns with high-strength steel fiber-reinforced concreteEng. Struct.202328511604710.1016/j.engstruct.2023.116047Open DOI
Liu, J., Gao, P., Lin, X., Wang, X., Zhou, X., Chen, Y.F., Experimental assessment on the size effects of circular concrete-filled steel tubular columns under axial compression, Eng. Struct., 2023, 275: 115247, 10.1016/j.engstruct.2022.115247LiuJ.GaoP.LinX.WangX.ZhouX.ChenY.F.Experimental assessment on the size effects of circular concrete-filled steel tubular columns under axial compressionEng. Struct.202327511524710.1016/j.engstruct.2022.115247Open DOI
Ekmekyapar, T., AL-Eliwi, B.J.M., Experimental behaviour of circular concrete filled steel tube columns and design specifications, Thin-Walled Struct., 2016, 105: 220–230, 10.1016/j.tws.2016.04.004EkmekyaparT.AL-EliwiB.J.M.Experimental behaviour of circular concrete filled steel tube columns and design specificationsThin-Walled Struct.201610522023010.1016/j.tws.2016.04.004Open DOI
Isleem, H.F., Chukka, N.D.K.R., Bahrami, A., Oyebisi, S., Kumar, R., Qiong, T., Nonlinear finite element and analytical modelling of reinforced concrete filled steel tube columns under axial compression loading, Results Eng., 2023, 19: 101341, 10.1016/j.rineng.2023.101341IsleemH.F.ChukkaN.D.K.R.BahramiA.OyebisiS.KumarR.QiongT.Nonlinear finite element and analytical modelling of reinforced concrete filled steel tube columns under axial compression loadingResults Eng.20231910134110.1016/j.rineng.2023.101341Open DOI
Ci, J., Ahmed, M., Liang, Q.Q., Chen, S., Chen, W., Sennah, K., et al., Experimental and numerical investigations into the behavior of circular concrete-filled double steel tubular slender columns, Eng. Struct., 2022, 267: 114644, 10.1016/j.engstruct.2022.114644CiJ.AhmedM.LiangQ.Q.ChenS.ChenW.SennahK.Experimental and numerical investigations into the behavior of circular concrete-filled double steel tubular slender columnsEng. Struct.202226711464410.1016/j.engstruct.2022.114644Open DOI
Xiong, M.-X., Ren, T., Zhou, P., Yang, M., Gong, W., Li, H., Post-fire compressive behavior of CFRP stirrups reinforced CFST columns: Experimental investigation and calculation models, Thin-Walled Struct., 2024, 198: 111747, 10.1016/j.tws.2024.111747XiongM.-X.RenT.ZhouP.YangM.GongW.LiH.Post-fire compressive behavior of CFRP stirrups reinforced CFST columns: Experimental investigation and calculation modelsThin-Walled Struct.202419811174710.1016/j.tws.2024.111747Open DOI
Hamoda, A., Ahmed, M., Ghalla, M., Liang, Q.Q., Abadel, A.A., Flexural performance of precast circular reinforced concrete members with intermediate connection filled with ultra-high-performance-concrete, Case Stud. Constr. Mater., 2023, 19: e02386, 10.1016/j.cscm.2023.e02386HamodaA.AhmedM.GhallaM.LiangQ.Q.AbadelA.A.Flexural performance of precast circular reinforced concrete members with intermediate connection filled with ultra-high-performance-concreteCase Stud. Constr. Mater.202319e0238610.1016/j.cscm.2023.e02386Open DOI
Hamoda, A.A., Ahmed, M., Abadel, A.A., Ghalla, M., Patel, V.I., Liang, Q.Q., Experimental and numerical studies of circular precast concrete slender columns with intermediate connection filled with high-performance concrete, Structures, 2023, 57: 105204, 10.1016/j.istruc.2023.105204HamodaA.A.AhmedM.AbadelA.A.GhallaM.PatelV.I.LiangQ.Q.Experimental and numerical studies of circular precast concrete slender columns with intermediate connection filled with high-performance concreteStructures20235710520410.1016/j.istruc.2023.105204Open DOI
Elwood, K.J., Eberhard, M.O., Effective stiffness of reinforced concrete columns, ACI Struct. J., 2009, 106(4): 476, 10.14359/56613ElwoodK.J.EberhardM.O.Effective stiffness of reinforced concrete columnsACI Struct. J.2009106447610.14359/56613Open DOI
Ma, Y., Che, Y., Gong, J., Behavior of corrosion damaged circular reinforced concrete columns under cyclic loading, Constr. Build. Mater., 2012, 29: 548–556, 10.1016/j.conbuildmat.2011.11.002MaY.CheY.GongJ.Behavior of corrosion damaged circular reinforced concrete columns under cyclic loadingConstr. Build. Mater.20122954855610.1016/j.conbuildmat.2011.11.002Open DOI
Tadi Beni, M.B., Madhkhan, M., Experimental study on two innovative ductile moment-resisting precast concrete beam-column connections, Structures, 2022, 39: 559–572, 10.1016/j.istruc.2022.03.059Tadi BeniM.B.MadhkhanM.Experimental study on two innovative ductile moment-resisting precast concrete beam-column connectionsStructures20223955957210.1016/j.istruc.2022.03.059Open DOI
Kuttab, A., Dougill, J.W., Grouted and dowelled jointed precast concrete columns: behaviour in combined bending and compression, Mag. Concr. Res., 1988, 40: 131–142, 10.1680/macr.1988.40.144.131KuttabA.DougillJ.W.Grouted and dowelled jointed precast concrete columns: behaviour in combined bending and compressionMag. Concr. Res.19884013114210.1680/macr.1988.40.144.131Open DOI
Xu, C., Chen, D., Miramini, S., Liu, X., Xu, W., Zhang, L., Experimental fire performance assessment of a new type of prestressed composite circular precast concrete columns, Eng. Struct., 2023, 278: 115509, 10.1016/j.engstruct.2022.115509XuC.ChenD.MiraminiS.LiuX.XuW.ZhangL.Experimental fire performance assessment of a new type of prestressed composite circular precast concrete columnsEng. Struct.202327811550910.1016/j.engstruct.2022.115509Open DOI
Fang, Y., Wang, Y., Elchalakani, M., Yang, H., Experimental investigation on concrete-filled corrugated steel tubular column under constant axial load and cyclic load, Eng. Struct., 2021, 248: 113245, 10.1016/j.engstruct.2021.113245FangY.WangY.ElchalakaniM.YangH.Experimental investigation on concrete-filled corrugated steel tubular column under constant axial load and cyclic loadEng. Struct.202124811324510.1016/j.engstruct.2021.113245Open DOI
Fang, Y., Wang, Y., Hou, C., Lu, B., CFDST stub columns with galvanized corrugated steel tubes: concept and axial behaviour, Thin-Walled Struct., 2020, 157: 107116, 10.1016/j.tws.2020.107116FangY.WangY.HouC.LuB.CFDST stub columns with galvanized corrugated steel tubes: concept and axial behaviourThin-Walled Struct.202015710711610.1016/j.tws.2020.107116Open DOI
Yang, L., Wang, Y., Elchalakani, M., Fang, Y., Experimental behavior of concrete-filled corrugated steel tubular short columns under eccentric compression and non-uniform confinement, Eng. Struct., 2020, 220: 111009, 10.1016/j.engstruct.2020.111009YangL.WangY.ElchalakaniM.FangY.Experimental behavior of concrete-filled corrugated steel tubular short columns under eccentric compression and non-uniform confinementEng. Struct.202022011100910.1016/j.engstruct.2020.111009Open DOI
Chen, Z., Wu, C., Luo, X., Xu, W., Liang, W., Tang, Y., Spatio-temporal autogenous shrinkage and cracking behavior of core concrete in full-scale CFST: insights from the world’s largest span arch bridge, Thin-Walled Struct., 2024, 200: 111899, 10.1016/j.tws.2024.111899ChenZ.WuC.LuoX.XuW.LiangW.TangY.Spatio-temporal autogenous shrinkage and cracking behavior of core concrete in full-scale CFST: insights from the world’s largest span arch bridgeThin-Walled Struct.202420011189910.1016/j.tws.2024.111899Open DOI
Tang, Y., Feng, W., Chen, Z., Mai, J., Zheng, J., Yang, Y., Behaviour of steel-reinforced recycled aggregate concrete-filled GFRP tubular short columns under eccentric axial compression, Thin-Walled Struct., 2024, 199: 111818, 10.1016/j.tws.2024.111818TangY.FengW.ChenZ.MaiJ.ZhengJ.YangY.Behaviour of steel-reinforced recycled aggregate concrete-filled GFRP tubular short columns under eccentric axial compressionThin-Walled Struct.202419911181810.1016/j.tws.2024.111818Open DOI
Ganesh, P., Ramachandra Murthy, A., Flexural fatigue strains of constituent materials in strengthened RC beams with UHPC strips, Int. J. Fatigue, 2023, 167: 107351, 10.1016/j.ijfatigue.2022.107351GaneshP.Ramachandra MurthyA.Flexural fatigue strains of constituent materials in strengthened RC beams with UHPC stripsInt. J. Fatigue202316710735110.1016/j.ijfatigue.2022.107351Open DOI
Wang, G., Li, Y., Li, Z., Ingham, J.M., Experimental and numerical study of precast concrete columns with hybrid bolted splice connections, Structures, 2020, 28: 17–36, 10.1016/j.istruc.2020.08.042WangG.LiY.LiZ.InghamJ.M.Experimental and numerical study of precast concrete columns with hybrid bolted splice connectionsStructures202028173610.1016/j.istruc.2020.08.042Open DOI
Hu, J.-Y., Hong, W.-K., Park, S.-C., Experimental investigation of precast concrete based dry mechanical column–column joints for precast concrete frames, Struct. Des. Tall Spec. Build., 2017, 26: e1337, 10.1002/tal.1337HuJ.-Y.HongW.-K.ParkS.-C.Experimental investigation of precast concrete based dry mechanical column–column joints for precast concrete framesStruct. Des. Tall Spec. Build.201726e133710.1002/tal.1337Open DOI
Baktheer, A., Goralski, C., Hegger, J., Chudoba, R., Stress configuration-based classification of current research on fatigue of reinforced and prestressed concrete, Struct. Concr. 2024, 25: 1765–1781, 10.1002/suco.202300667BaktheerA.GoralskiC.HeggerJ.ChudobaR.Stress configuration-based classification of current research on fatigue of reinforced and prestressed concreteStruct. Concr.2024251765178110.1002/suco.202300667Open DOI
Baktheer, A., Spartali, H., Chudoba, R., Hegger, J., Concrete splitting and tip-bearing effect in the bond of anchored bars tested under fatigue loading in the push-in mode: an experimental investigation, Mater. Struct., 2022, 55: 101, 10.1617/s11527-022-01935-7BaktheerA.SpartaliH.ChudobaR.HeggerJ.Concrete splitting and tip-bearing effect in the bond of anchored bars tested under fatigue loading in the push-in mode: an experimental investigationMater. Struct.20225510110.1617/s11527-022-01935-7Open DOI
Hamoda, A., Abdelazeem, F., Emara, M., Concentric compressive behavior of hybrid concrete–stainless steel double-skin tubular columns incorporating high performance concretes, Thin-Walled Struct., 2021, 159: 107297, 10.1016/j.tws.2020.107297HamodaA.AbdelazeemF.EmaraM.Concentric compressive behavior of hybrid concrete–stainless steel double-skin tubular columns incorporating high performance concretesThin-Walled Struct.202115910729710.1016/j.tws.2020.107297Open DOI
Yu, K.-Q., Lu, Z.-D., Dai, J.-G., Shah, S.P., Direct tensile properties and stress–strain model of UHP-ECC, J. Mater. Civ. Eng., 2020, 32: 4019334, 10.1061/(ASCE)MT.1943-5533.0002975YuK.-Q.LuZ.-D.DaiJ.-G.ShahS.P.Direct tensile properties and stress–strain model of UHP-ECCJ. Mater. Civ. Eng.202032401933410.1061/(ASCE)MT.1943-5533.0002975Open DOI
Hamoda, A., Shahin, R.I., Ahmed, M., Abadel, A.A., Baktheer, A., Yehia, S.A., Strengthening of reinforced concrete columns incorporating different configurations of stainless-steel plates, Structures, 2024, 64: 106577, 10.1016/j.istruc.2024.106577HamodaA.ShahinR.I.AhmedM.AbadelA.A.BaktheerA.YehiaS.A.Strengthening of reinforced concrete columns incorporating different configurations of stainless-steel platesStructures20246410657710.1016/j.istruc.2024.106577Open DOI
Baktheer, A., Classen, M., A review of recent trends and challenges in numerical modeling of the anisotropic behavior of hardened 3D printed concrete, Addit. Manuf., 2024, 89: 104309, 10.1016/j.addma.2024.104309BaktheerA.ClassenM.A review of recent trends and challenges in numerical modeling of the anisotropic behavior of hardened 3D printed concreteAddit. Manuf.20248910430910.1016/j.addma.2024.104309Open DOI
Hamoda, A., Emara, M., Abdelazeem, F., Ahmed, M., Experimental and numerical analysis of RC beams strengthened with ECC and stainless steel strips, Mag. Concr. Res., 2023, 75: 251–270, 10.1680/jmacr.22.00127HamodaA.EmaraM.AbdelazeemF.AhmedM.Experimental and numerical analysis of RC beams strengthened with ECC and stainless steel stripsMag. Concr. Res.20237525127010.1680/jmacr.22.00127Open DOI
Qin, Y., Zhang, X., Chai, J., Xu, Z., Li, S., Experimental study of compressive behavior of polypropylene-fiber-reinforced and polypropylene-fiber-fabric-reinforced concrete, Constr. Build. Mater., 2019, 194: 216–225, 10.1016/j.conbuildmat.2018.11.042QinY.ZhangX.ChaiJ.XuZ.LiS.Experimental study of compressive behavior of polypropylene-fiber-reinforced and polypropylene-fiber-fabric-reinforced concreteConstr. Build. Mater.201919421622510.1016/j.conbuildmat.2018.11.042Open DOI
Wang, W., Wu, C., Li, J., Liu, Z., Lv, Y., Behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) filled steel tubular members under lateral impact loading, Int. J. Impact Eng., 2019, 132: 103314, 10.1016/j.ijimpeng.2019.103314WangW.WuC.LiJ.LiuZ.LvY.Behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) filled steel tubular members under lateral impact loadingInt. J. Impact Eng.201913210331410.1016/j.ijimpeng.2019.103314Open DOI
Abadel, A., Abbas, H., Almusallam, T., Alshaikh, I.M.H., Khawaji, M., Alghamdi, H., et al., Experimental study of shear behavior of CFRP strengthened ultra-high-performance fiber-reinforced concrete deep beams, Case Stud. Constr. Mater., 2022, 16: e01103, 10.1016/j.cscm.2022.e01103AbadelA.AbbasH.AlmusallamT.AlshaikhI.M.H.KhawajiM.AlghamdiH.Experimental study of shear behavior of CFRP strengthened ultra-high-performance fiber-reinforced concrete deep beamsCase Stud. Constr. Mater.202216e0110310.1016/j.cscm.2022.e01103Open DOI
Askar, L.K., Tayeh, B.A., Bakar, B.H.A., Zeyad, A.M., Properties of ultra-high performance fiber concrete (UHPFC) under different curing regimes, Int. J. Civ. Eng. Technol(IJCIET), 2017, 8: 965–974AskarL.K.TayehB.A.BakarB.H.A.ZeyadA.M.Properties of ultra-high performance fiber concrete (UHPFC) under different curing regimesInt. J. Civ. Eng. Technol(IJCIET)20178965974Search in Google Scholar
Tayeh, B.A., Bakar, B.H.A., Megat Johari, M.A., Zeyad, A.M., Flexural strength behavior of composite UHPFC-existing concrete, Adv. Mater. Res., 2013; 701: 32–36TayehB.A.BakarB.H.A.Megat JohariM.A.ZeyadA.M.Flexural strength behavior of composite UHPFC-existing concreteAdv. Mater. Res.20137013236Search in Google Scholar
Xu, Y., Jia, Y., Tong, Z., Shivahari, S., Cyclic loading test for concrete bridge columns integrated with ECC segment at the plastic zone, Eng. Struct., 2021, 246: 112985, 10.1016/j.engstruct.2021.112985XuY.JiaY.TongZ.ShivahariS.Cyclic loading test for concrete bridge columns integrated with ECC segment at the plastic zoneEng. Struct.202124611298510.1016/j.engstruct.2021.112985Open DOI
Ghanim, A.A.J., Amin, M., Zeyad, A.M., Tayeh, B.A., Agwa, I.S., Effect of modified nano-titanium and fly ash on ultra-high-performance concrete properties, Struct. Concr., 2023, 24: 6815–6832, 10.1002/suco.202300053GhanimA.A.J.AminM.ZeyadA.M.TayehB.A.AgwaI.S.Effect of modified nano-titanium and fly ash on ultra-high-performance concrete propertiesStruct. Concr.2023246815683210.1002/suco.202300053Open DOI
Lai, B.-L., Zhang, M.-Y., Zheng, X.-F., Chen, Z.-P., Zheng, Y.-Y., Experimental study on the axial compressive behaviour of steel reinforced concrete composite columns with stay-in-place ECC jacket, J. Build. Eng., 2023, 68: 106174, 10.1016/j.jobe.2023.106174LaiB.-L.ZhangM.-Y.ZhengX.-F.ChenZ.-P.ZhengY.-Y.Experimental study on the axial compressive behaviour of steel reinforced concrete composite columns with stay-in-place ECC jacketJ. Build. Eng.20236810617410.1016/j.jobe.2023.106174Open DOI
Dong, B., Pan, J., Xu, L., Numerical and theoretical analysis of beam-to-column connections with ECC ring beams subjected to local compression loading, J. Build. Eng., 2022, 52: 104466, 10.1016/j.jobe.2022.104466DongB.PanJ.XuL.Numerical and theoretical analysis of beam-to-column connections with ECC ring beams subjected to local compression loadingJ. Build. Eng.20225210446610.1016/j.jobe.2022.104466Open DOI
Emara, M., Hamoda, A., Hu, J.W., Numerical assessment of rectangular one-and two-way RC slabs strengthened with CFRP under impact loads, Comput. Concr., 2023, 31: 173EmaraM.HamodaA.HuJ.W.Numerical assessment of rectangular one-and two-way RC slabs strengthened with CFRP under impact loadsComput. Concr.202331173Search in Google Scholar
Fang, Y., Wang, Y., Zhang, B., Dong, J., Behaviour of concrete-filled thin-walled corrugated steel tubes under cyclic axial compression, Thin-Walled Struct., 2021, 162: 107630, 10.1016/j.tws.2021.107630FangY.WangY.ZhangB.DongJ.Behaviour of concrete-filled thin-walled corrugated steel tubes under cyclic axial compressionThin-Walled Struct.202116210763010.1016/j.tws.2021.107630Open DOI
Chen, Z., Yu, J., Nong, Y., Yang, Y., Zhang, H., Tang, Y., Beyond time: enhancing corrosion resistance of geopolymer concrete and BFRP bars in seawater, Compos. Struct., 2023, 322: 117439, 10.1016/j.compstruct.2023.117439ChenZ.YuJ.NongY.YangY.ZhangH.TangY.Beyond time: enhancing corrosion resistance of geopolymer concrete and BFRP bars in seawaterCompos. Struct.202332211743910.1016/j.compstruct.2023.117439Open DOI
ACI 318-19, Building Code Requirements for Structural Concrete and Commentary, Farmington Hills, Michigan, USA, American Concrete Institute, 2019ACI 318-19Building Code Requirements for Structural Concrete and CommentaryFarmington Hills, Michigan, USAAmerican Concrete Institute2019Search in Google Scholar
Hamoda, A., Yehia, S.A., Ahmed, M., Abadel, A.A., Baktheer, A., Shahin, R.I., Experimental and numerical analysis of deep beams with openings strengthened with galvanized corrugated and flat steel sheets, Case Stud. Constr. Mater., 2024, 21: e03522, 10.1016/j.cscm.2024.e03522HamodaA.YehiaS.A.AhmedM.AbadelA.A.BaktheerA.ShahinR.I.Experimental and numerical analysis of deep beams with openings strengthened with galvanized corrugated and flat steel sheetsCase Stud. Constr. Mater.202421e0352210.1016/j.cscm.2024.e03522Open DOI
Hamoda, A., Ghalla, M., Yehia, S.A., Ahmed, M., Abadel, A.A., Baktheer, A., et al., Experimental and numerical investigations of the shear performance of reinforced concrete deep beams strengthened with hybrid SHCC-mesh, Case Stud. Constr. Mater., 2024, 21: e03495, 10.1016/j.cscm.2024.e03495HamodaA.GhallaM.YehiaS.A.AhmedM.AbadelA.A.BaktheerA.Experimental and numerical investigations of the shear performance of reinforced concrete deep beams strengthened with hybrid SHCC-meshCase Stud. Constr. Mater.202421e0349510.1016/j.cscm.2024.e03495Open DOI