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References

1 
ACI Committee 318 (2019) Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318 R-19). Farmington Hills, MI; American Concrete Institute (ACI).URL
2 
ACI Committee 352 (2002) Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures. Farmington Hills, MI; American Concrete Institute (ACI). 37.URL
3 
ACI Committee 374 (2005) Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05). Farmington Hills, MI; American Concrete Institute (ACI). 13.URL
4 
ACI ITG 5.1-07 (2008) Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing. Farmington Hills, MI; American Concrete Institute (ACI). 19.URL
5 
ACI PRC-550.1-09 (2017) Guide to Emulating Cast-in-Place Detailing for Seismic Design of Precast Concrete Structures. Farmington Hills, MI; American Concrete Institute (ACI). 16.URL
6 
AIJ (2002) Guidelines for the Design of Structural Precast Concrete Emulating Cast-in-Place Reinforced Concrete. Tokyo, Japan; Architectural Institute of Japan (AIJ). 261.URL
7 
AIK (1992) Building Code Requirements for Precast Concrete and Commentary. Seoul, Korea; Architectural Institute of Korea (AIK). 137. (In Korean)URL
8 
AISC 341-16 (2016) Seismic Provisions for Structural Steel Buildings. Inc., Chicago, Illinois; American Institute of Steel Construction (AISC). 429.URL
9 
Alcocer, S. M., Carranza, R., Navarrete, D. P., and Martinez, R. (2002) Seismic Tests of Beam-to-Column Connections in a Precast Concrete Frame. PCI Journal 47(3), 70-89.URL
10 
Englekirk, R. E. (1987) Concepts for the Development of Earthquake Resistant Ductile Frames of Precast Concrete. PCI Journal 32(1), 30-48.URL
11 
Englekirk, R. E. (1990) Seismic Design Considerations for Precast Concrete Multistory Buildings. PCI Journal 35(3), 40-51.URL
12 
Guan, D., Gao, Z., Xiao, Q., and Zheng, Y. (2016) Experimental Study of a New Beam-to-Column Connection for Precast Concrete Frames under Reversal Cyclic Loading. Advances in Structural Engineering 19(3), 529-545.DOI
13 
Ha, S.-S., Kim, S.-H., Lee, M.-S., and Moon, J.-H. (2014) Performance Evaluation of Semi Precast Concrete Beam-Column Connections with U-Shaped Strands. Advances in Structural Engineering 17(11), 1585-1600.DOI
14 
KCI (2017) Concrete Design Code and Commentary. Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). 637. (In Korean)URL
15 
Lee, J.-Y., and Byun, H.-W. (2022) Emulation Evaluation of Precast Concrete Structures. Journal of the Korea Concrete Institute 34(6), 633-644. (In Korean)DOI
16 
MOLIT (2019) Seismic Design of Buildings (KDS 41 17 00). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). 122. (In Korean)URL
17 
Ochs, J. E., and Ehsani, M. R. (1993) Moment Resistant Connections in Precast Concrete Frames for Seismic Regions. PCI Journal 38(5), 64-75.URL
18 
Soubra, K. S., Wight, J. K., and Naaman, A. E. (1993) Cyclic Response of Fibrous Cast-in-Place Connections in Precast Beam- Column Subassemblages. ACI Structural Journal 90(3), 316- 323.URL