References
-
[1]
Weng, Q., Xu, H., A review of China’s carbon trading market, Renew. Sustain. Energy Rev., 2018, 91: 613–619. 10.1016/j.rser.2018.04.026
Weng Q. Xu H. A review of China’s carbon trading market Renew. Sustain. Energy Rev. 2018 91 613 619 10.1016/j.rser.2018.04.026
-
[2]
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/buildings13040874
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/buildings13040874
- 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)
-
[4]
Ågren, R., Wing, R.D., Five moments in the history of industrialized building, Constr. Manag. Econ., 2014, 32(1–2): 35–45. 10.1080/01446193.2013.825374
Ågren R. Wing R.D. Five moments in the history of industrialized building Constr. Manag. Econ. 2014 32 1–2 35 45 10.1080/01446193.2013.825374
- 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)
-
[6]
Ozturan, T., Ozden, S., Ertas, O., Ductile connections in precast concrete moment resisting frames, PCI J., 2006, 51(3): 66–76. 10.15554/pcij.05012006.66.76
Ozturan T. Ozden S. Ertas O. Ductile connections in precast concrete moment resisting frames PCI J. 2006 51 3 66 76 10.15554/pcij.05012006.66.76
- 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.
- 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): 58–71
-
[9]
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)
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)
-
[10]
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-y
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-y
-
[11]
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. 10.1260/1369-4332.17.11.1585
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 10.1260/1369-4332.17.11.1585
-
[12]
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. 10.1177/1369433217693633
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 10.1177/1369433217693633
-
[13]
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/s11803-018-0446-9
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/s11803-018-0446-9
-
[14]
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.2024.118814
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.2024.118814
-
[15]
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.2025.109692
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.2025.109692
-
[16]
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. 10.1177/1369433220920448
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 10.1177/1369433220920448
-
[17]
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.2021.103563
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.2021.103563
-
[18]
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/ma15207127
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/ma15207127
-
[19]
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.0270978
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.0270978
-
[20]
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.2023.06.029
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.2023.06.029
-
[21]
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.2022.107420
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.2022.107420
-
[22]
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.2023.107211
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.2023.107211
-
[23]
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.2024.108606
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.2024.108606
-
[24]
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.2021.102765
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.2021.102765
-
[25]
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.2024.106960
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.2024.106960
-
[26]
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/buildings13020286
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/buildings13020286
- 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): 1432
-
[28]
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. 10.1155/2022/5924648
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 10.1155/2022/5924648
-
[29]
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.e01840
Zhuang M. Sun C. Bai L. Gao L. Qiao Y. Zhang W. 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.e01840
-
[30]
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. 10.1177/1369433220920448
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 10.1177/1369433220920448
- Standardization Administration of the People’s Republic of China, Code for design of concrete structures: GB 50010–2010, China Architecture & Building Press, Beijing, 2015
- Standardization Administration of the People’s Republic of China, Steel strand for prestressed concrete: GB/T 5224–2014, China Architecture & Building Press, Beijing, 2014
- 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, 2018
- 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, 2019
- 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, 2010
- 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, 2015
-
[37]
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.2021.10.082
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.2021.10.082
- Zhang, J., Wang, Q., Seismic behavior of reinforced concrete frames designed with strong column-weak beam principle, J. Earthq. Eng., 2018, 22(5): 789–810
-
[39]
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. 10.1155/2023/6636781
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 10.1155/2023/6636781
- Li, B., Kulkarni, S.A., Seismic behavior of reinforced concrete columns with various tie configurations, Earthq. Eng. Struct. Dyn., 2010, 39(5): 529–551
- 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): 399–421
- Park, R., Valuation of ductility of structures and structural assemblages from laboratory testing, Bull. N. Z. Natl. Soc. Earthq. Eng., 1989, 22: 155–166
- Paulay, T., Priestley, M.J.N., Seismic design of reinforced concrete and masonry buildings, John Wiley & Sons, New York, 1992
-
[44]
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/s11340-010-9384-9
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/s11340-010-9384-9