This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Weng, Q., Xu, H., A review of China’s carbon trading market, Renew. Sustain. Energy Rev., 2018, 91: 613–619. 10.1016/j.rser.2018.04.026WengQ.XuH.A review of China’s carbon trading marketRenew. Sustain. Energy Rev.20189161361910.1016/j.rser.2018.04.026Open DOI
Zhou, F., Ning, Y., Guo, X., Guo, S., Analyze differences in carbon emissions from traditional and prefabricated buildings combining the life cycle, Buildings, 2023, 13(4): 1–12. 10.3390/buildings13040874ZhouF.NingY.GuoX.GuoS.Analyze differences in carbon emissions from traditional and prefabricated buildings combining the life cycleBuildings202313411210.3390/buildings13040874Open DOI
Ye, L., Lu, X., Qu, Z, Peng, F., Analysis on building seismic damage in the Wenchuan Earthquake, J. Build. Struct., 2008, 29(4): 1–9. 10.14006/j.jzjgxb.2008.04.001 (in Chinese)YeL.LuX.QuZPengF.Analysis on building seismic damage in the Wenchuan EarthquakeJ. Build. Struct.20082941910.14006/j.jzjgxb.2008.04.001(in Chinese)Open DOISearch in Google Scholar
Ågren, R., Wing, R.D., Five moments in the history of industrialized building, Constr. Manag. Econ., 2014, 32(1–2): 35–45. 10.1080/01446193.2013.825374ÅgrenR.WingR.D.Five moments in the history of industrialized buildingConstr. Manag. Econ.2014321–2354510.1080/01446193.2013.825374Open DOI
Han, X., Huang, D., Ji, J., Lin, Z., Li, J., Qiu, Y., Basic ideas and engineering application of “Design code for seismic performance of concrete structures in building engineering”, Build. Struct., 2019, 49(17): 70–76. 10.19701/j.jzjg.2019.17.014 (in Chinese)HanX.HuangD.JiJ.LinZ.LiJ.QiuY.Basic ideas and engineering application of “Design code for seismic performance of concrete structures in building engineering”Build. Struct.20194917707610.19701/j.jzjg.2019.17.014(in Chinese)Open DOISearch in Google Scholar
Ozturan, T., Ozden, S., Ertas, O., Ductile connections in precast concrete moment resisting frames, PCI J., 2006, 51(3): 66–76. 10.15554/pcij.05012006.66.76OzturanT.OzdenS.ErtasO.Ductile connections in precast concrete moment resisting framesPCI J.2006513667610.15554/pcij.05012006.66.76Open DOI
Restrepo, J.I., Park, R., Buchanan, A.H., Tests on connections of earthquake-resisting precast reinforced concrete perimeter frames of buildings, PCI J., 1995, 40(4): 44–61. 10.15554/pcij.07011995.44.61.RestrepoJ.I.ParkR.BuchananA.H.Tests on connections of earthquake-resisting precast reinforced concrete perimeter frames of buildingsPCI J.199540444–6110.15554/pcij.07011995.44.61Open DOISearch in Google Scholar
Vascinez, R.M., Naaman, A.E., Wight, J.K., Behavior of HPFRC connections for precast concrete frames under reversed cyclic loading, PCI J., 1998, 43(6): 58–71VascinezR.M.NaamanA.E.WightJ.K.Behavior of HPFRC connections for precast concrete frames under reversed cyclic loadingPCI J.19984365871Search in Google Scholar
Morgen, B.G., Kurama, Y.C., Seismic design of friction-damped precast concrete frame structures, J. Struct. Eng., 2007, 133(11): 1501–1511. 10.1061/(ASCE)0733-9445(2007)133:11(1501)MorgenB.G.KuramaY.C.Seismic design of friction-damped precast concrete frame structuresJ. Struct. Eng.2007133111501151110.1061/(ASCE)0733-9445(2007)133:11(1501)Open DOI
Girgin, S.C., Misir, I.S., Kahraman, S., Experimental cyclic behavior of precast hybrid beam-column connections with welded components, Int. J. Concr. Struct. Mater., 2017, 11(2): 229–245. 10.1007/s40069-017-0190-yGirginS.C.MisirI.S.KahramanS.Experimental cyclic behavior of precast hybrid beam-column connections with welded componentsInt. J. Concr. Struct. Mater.201711222924510.1007/s40069-017-0190-yOpen DOI
Ha, S., Kim, S., Lee, S.M., Moon, J., Performance evaluation of semi-precast concrete beam-column connections with U-shaped strands, Adv. Struct. Eng., 2014, 17(11): 1585–1600. 10.1260/1369-4332.17.11.1585HaS.KimS.LeeS.M.MoonJ.Performance evaluation of semi-precast concrete beam-column connections with U-shaped strandsAdv. Struct. Eng.201417111585160010.1260/1369-4332.17.11.1585Open DOI
Lee, H., Chen, H., Syu, J., Seismic performance of emulative precast concrete beam–column connections with alternative reinforcing details, Adv. Struct. Eng., 2017, 20(12): 1793–1806. 10.1177/1369433217693633LeeH.ChenH.SyuJ.Seismic performance of emulative precast concrete beam–column connections with alternative reinforcing detailsAdv. Struct. Eng.201720121793180610.1177/1369433217693633Open DOI
Ketiyot, R., Hansapinyo, C., Seismic performance of interior precast concrete beam-column connections with T-section steel inserts under cyclic loading, Earthq. Eng. Eng Vib., 2018, 17: 355–369. 10.1007/s11803-018-0446-9KetiyotR.HansapinyoC.Seismic performance of interior precast concrete beam-column connections with T-section steel inserts under cyclic loadingEarthq. Eng. Eng Vib.20181735536910.1007/s11803-018-0446-9Open DOI
Du, Y., Li, F., Li, H., Hong, N., Chi, P., Seismic behavior and resilience assessment of prefabricated beam–column joint with replaceable graded-yielding energy-dissipating connectors, Eng. Struct., 2024, 319: 118814. 10.1016/j.engstruct.2024.118814DuY.LiF.LiH.HongN.ChiP.Seismic behavior and resilience assessment of prefabricated beam–column joint with replaceable graded-yielding energy-dissipating connectorsEng. Struct.202431911881410.1016/j.engstruct.2024.118814Open DOI
Du, Y., Wang, T., He, M., Wu, H., He, J., Wang, Y., Seismic performance and post-earthquake function recovery of prefabricated reinforced concrete (RC) beam-column joints, Structures, 2025, 80: 109692. 10.1016/j.istruc.2025.109692DuY.WangT.HeM.WuH.HeJ.WangY.Seismic performance and post-earthquake function recovery of prefabricated reinforced concrete (RC) beam-column jointsStructures20258010969210.1016/j.istruc.2025.109692Open DOI
Rong, X., Yang, H., Zhang, J., Experimental study of precast beam-to-column joints with steel connectors under cyclic loading, Adv. Struct. Eng., 2020, 23(10): 2043–2058. 10.1177/1369433220920448RongX.YangH.ZhangJ.Experimental study of precast beam-to-column joints with steel connectors under cyclic loadingAdv. Struct. Eng.202023102043205810.1177/1369433220920448Open DOI
Yang, C., Li, A., Xie, L., Development of design method for precast concrete frame with dry-connected rotational friction dissipative beam-to-column joints, J. Build. Eng., 2022, 45: 10356. 10.1016/j.jobe.2021.103563YangC.LiA.XieL.Development of design method for precast concrete frame with dry-connected rotational friction dissipative beam-to-column jointsJ. Build. Eng.2022451035610.1016/j.jobe.2021.103563Open DOI
Yu, J., Zhang, E., Xu, Z., Guo, Z., Seismic performance of precast concrete frame beam-column connections with high-strength bars, Materials, 2022, 15: 7127. 10.3390/ma15207127YuJ.ZhangE.XuZ.GuoZ.Seismic performance of precast concrete frame beam-column connections with high-strength barsMaterials202215712710.3390/ma15207127Open DOI
Cai, J., Jiang, Y., Li, S., Performance of a prestressed efficiently prefabricated beam-column connection, PLoS ONE, 2022, 17(7): e0270978. 10.1371/journal.pone.0270978CaiJ.JiangY.LiS.Performance of a prestressed efficiently prefabricated beam-column connectionPLoS ONE2022177e027097810.1371/journal.pone.0270978Open DOI
Lei, S., Liu, L., Wu, F., Lin, W., Peng, K., Cao, J., Seismic performance of short precast columns with UHPC grouted sleeve connections: An experimental and numerical study, Structures, 2023, 66: 1–15. 10.1016/j.istruc.2023.06.029LeiS.LiuL.WuF.LinW.PengK.CaoJ.Seismic performance of short precast columns with UHPC grouted sleeve connections: An experimental and numerical studyStructures20236611510.1016/j.istruc.2023.06.029Open DOI
Zhang, J., Pei, Z., Rong, X., Experimental seismic study of an innovative precast steel–concrete composite beam–column joint, Soil. Dyn. Earthq. Eng., 2022, 161: 107420. 10.1016/j.soildyn.2022.107420ZhangJ.PeiZ.RongX.Experimental seismic study of an innovative precast steel–concrete composite beam–column jointSoil. Dyn. Earthq. Eng.202216110742010.1016/j.soildyn.2022.107420Open DOI
Chen, L, Feng, J, Xue, Y, Liang, C., Seismic behavior of an innovative prefabricated steel–concrete composite beam–column joint, J. Build. Eng., 2023, 76: 107211. 10.1016/j.jobe.2023.107211ChenLFengJXueYLiangC.Seismic behavior of an innovative prefabricated steel–concrete composite beam–column jointJ. Build. Eng.20237610721110.1016/j.jobe.2023.107211Open DOI
Xiong, L., Li, S., Jiang, K., He, J., Kong, F., Development and assessment of sustainable steel–concrete composite beams with novel demountable shear connections, Soil. Dyn. Earthq. Eng., 2024, 180: 108606. 10.1016/j.soildyn.2024.108606XiongL.LiS.JiangK.HeJ.KongF.Development and assessment of sustainable steel–concrete composite beams with novel demountable shear connectionsSoil. Dyn. Earthq. Eng.202418010860610.1016/j.soildyn.2024.108606Open DOI
Lv, X., Yu, Z., Shan, Z., Seismic behaviour of frame structures with assembly of prefabricated concrete beam, J. Build. Eng., 2021, 40: 102765. 10.1016/j.jobe.2021.102765LvX.YuZ.ShanZ.Seismic behaviour of frame structures with assembly of prefabricated concrete beamJ. Build. Eng.20214010276510.1016/j.jobe.2021.102765Open DOI
Grossi, E., Zerbin, M., Aprile, A., De Risi, R., De Luca, F., Conceptual study of an innovative friction damper for the seismic retrofit of precast RC structures with poor connections, Structures, 2024, 67: 106960. 10.1016/j.istruc.2024.106960GrossiE.ZerbinM.AprileA.De RisiR.De LucaF.Conceptual study of an innovative friction damper for the seismic retrofit of precast RC structures with poor connectionsStructures20246710696010.1016/j.istruc.2024.106960Open DOI
Zhang, M., Zhang, Y., Xiao, F., Lin, X., Hysteretic performance and restoring force model of precast ring-lap beam–column joints, Buildings, 2023, 13(2): 286. 10.3390/buildings13020286ZhangM.ZhangY.XiaoF.LinX.Hysteretic performance and restoring force model of precast ring-lap beam–column jointsBuildings202313228610.3390/buildings13020286Open DOI
Wang, Y., Liu, C., Sun, C., Ashour, A., Yao, S., Luo, L., et al., Seismic performance of prestressed prefabricated concrete frames with mechanical connection steel bars, Buildings, 2025, 15(9): 1432WangY.LiuC.SunC.AshourA.YaoS.LuoL.Seismic performance of prestressed prefabricated concrete frames with mechanical connection steel barsBuildings20251591432Search in Google Scholar
Liu, Y., Xiao, Q., Yin, X., Seismic performance of a new slurry-anchored connected precast concrete shear wall with vertical reinforcement, Geofluids, 2022, 2022: 5924648. 10.1155/2022/5924648LiuY.XiaoQ.YinX.Seismic performance of a new slurry-anchored connected precast concrete shear wall with vertical reinforcementGeofluids20222022592464810.1155/2022/5924648Open DOI
Zhuang, M., Sun, C., Bai, L., Gao, L., Qiao, Y., Zhang, W., et al., A restoring force model for a novel type of precast beam–column joints using mechanical connections, Case Stud. Constr. Mater., 2023, 18: e01840. 10.1016/j.cscm.2023.e01840ZhuangM.SunC.BaiL.GaoL.QiaoY.ZhangW.A restoring force model for a novel type of precast beam–column joints using mechanical connectionsCase Stud. Constr. Mater.202318e0184010.1016/j.cscm.2023.e01840Open DOI
Rong, X., Yang, H., Zhang, J., Experimental study of precast beam–column joints with steel connectors under cyclic loading, Adv. Struct. Eng., 2020, 23(13): 2822–2834. 10.1177/1369433220920448RongX.YangH.ZhangJ.Experimental study of precast beam–column joints with steel connectors under cyclic loadingAdv. Struct. Eng.202023132822283410.1177/1369433220920448Open DOI
Standardization Administration of the People’s Republic of China, Code for design of concrete structures: GB 50010–2010, China Architecture & Building Press, Beijing, 2015Standardization Administration of the People’s Republic of ChinaCode for design of concrete structures: GB 50010–2010China Architecture & Building PressBeijing2015Search in Google Scholar
Standardization Administration of the People’s Republic of China, Steel strand for prestressed concrete: GB/T 5224–2014, China Architecture & Building Press, Beijing, 2014Standardization Administration of the People’s Republic of ChinaSteel strand for prestressed concrete: GB/T 5224–2014China Architecture & Building PressBeijing2014Search in Google Scholar
Standardization Administration of the People’s Republic of China, Steel for the reinforcement of concrete – Part 2: Hot rolled ribbed bars: GB/T 1499.2–2018, China Standards Press, Beijing, 2018Standardization Administration of the People’s Republic of ChinaSteel for the reinforcement of concrete – Part 2: Hot rolled ribbed bars: GB/T 1499.2–2018China Standards PressBeijing2018Search in Google Scholar
Standardization Administration of the People’s Republic of China, Standard for test methods of concrete physical and mechanical properties: GB/T 50081–2019, China Architecture & Building Press, Beijing, 2019Standardization Administration of the People’s Republic of ChinaStandard for test methods of concrete physical and mechanical properties: GB/T 50081–2019China Architecture & Building PressBeijing2019Search in Google Scholar
Standardization Administration of the People’s Republic of China, Metallic materials—Tensile testing—Part 1: Method of test at Room temperature: GB/T 228.1–2010, China Standards Press, Beijing, 2010Standardization Administration of the People’s Republic of ChinaMetallic materials—Tensile testing—Part 1: Method of test at Room temperature: GB/T 228.1–2010China Standards PressBeijing2010Search in Google Scholar
Ministry of Housing and Urban-Rural Development of the People’s Republic of China, Specification for seismic test of buildings: JGJ/T 101–2015, China Architecture & Building Press, Beijing, 2015Ministry of Housing and Urban-Rural Development of the People’s Republic of ChinaSpecification for seismic test of buildings: JGJ/T 101–2015China Architecture & Building PressBeijing2015Search in Google Scholar
Rong, J., Zhang, X., Zhang, J., Seismic behavior of innovation steel-embedded precast concrete beam-to-column joints, Structures, 2021, 34: 4952–4964. 10.1016/j.istruc.2021.10.082RongJ.ZhangX.ZhangJ.Seismic behavior of innovation steel-embedded precast concrete beam-to-column jointsStructures2021344952496410.1016/j.istruc.2021.10.082Open DOI
Zhang, J., Wang, Q., Seismic behavior of reinforced concrete frames designed with strong column-weak beam principle, J. Earthq. Eng., 2018, 22(5): 789–810ZhangJ.WangQ.Seismic behavior of reinforced concrete frames designed with strong column-weak beam principleJ. Earthq. Eng.2018225789810Search in Google Scholar
Yuan, D., Shang, Q., Han, C., Sun, J., Li, Q., Seismic performance of precast concrete column-to-column joint using the steel plate hoop and bolts connection, Adv. Civ. Eng., 2023, 23(10): 6636781. 10.1155/2023/6636781YuanD.ShangQ.HanC.SunJ.LiQ.Seismic performance of precast concrete column-to-column joint using the steel plate hoop and bolts connectionAdv. Civ. Eng.20232310663678110.1155/2023/6636781Open DOI
Li, B., Kulkarni, S.A., Seismic behavior of reinforced concrete columns with various tie configurations, Earthq. Eng. Struct. Dyn., 2010, 39(5): 529–551LiB.KulkarniS.A.Seismic behavior of reinforced concrete columns with various tie configurationsEarthq. Eng. Struct. Dyn.2010395529551Search in Google Scholar
Li, B, Wu, Y, Pan, T.C., Seismic behavior of reinforced concrete beam-column joints under cyclic loading: A review, J. Earthq. Eng., 2003, 7(3): 399–421LiBWuYPanT.C.Seismic behavior of reinforced concrete beam-column joints under cyclic loading: A reviewJ. Earthq. Eng.200373399421Search in Google Scholar
Park, R., Valuation of ductility of structures and structural assemblages from laboratory testing, Bull. N. Z. Natl. Soc. Earthq. Eng., 1989, 22: 155–166ParkR.Valuation of ductility of structures and structural assemblages from laboratory testingBull. N. Z. Natl. Soc. Earthq. Eng.198922155166Search in Google Scholar
Paulay, T., Priestley, M.J.N., Seismic design of reinforced concrete and masonry buildings, John Wiley & Sons, New York, 1992PaulayT.PriestleyM.J.N.Seismic design of reinforced concrete and masonry buildingsJohn Wiley & SonsNew York1992Search in Google Scholar
Destrebecq, J., Toussaint, E., Ferrier, E., Analysis of cracks and deformations in a full-scale reinforced concrete beam using a digital image correlation technique, Exp. Mech., 2011, 51: 879–890. 10.1007/s11340-010-9384-9DestrebecqJ.ToussaintE.FerrierE.Analysis of cracks and deformations in a full-scale reinforced concrete beam using a digital image correlation techniqueExp. Mech.20115187989010.1007/s11340-010-9384-9Open DOI