Acknowledgement
이 논문은 2022년도 정부(과학기술정보통신부)의 재원으로 한국연구재단의 지원을 받아 수행된 연구(No. 2022R1A2B5B03002476)의 연구비 지원으로 수행되었으며, 이에 감사드립니다.
References
- ACI Committee 318 (2019), Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary, American Concrete Institute(ACI), USA.
- ACI ITG-5.1-07 (2008), Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing, American Concrete Institute (ACI), USA.
- AIJ (2002), Guidelines for the Design of Structural Precast Concrete Emulating Cast-in-Place Reinforced Concrete, Architectural Institute of Japan, Japan.
- Bacharz, K., Raczkiewicz, W., Bacharz, M., and Grzmil, W. (2019), Manufacturing Errors of Concrete Cover as a Reason of Reinforcement Corrosion in a Precast Element-Case Study, Coatings, 9(11), 1-12.
- Federal Emergency Management Agency (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings (FEMA 356), FEMA, USA.
- ICC-ES ESR-3433 (2023), ICC-ES evaluation report ESR-3433, ICC Evaluation Service, USA.
- KDS 14 20 50 (2021), Concrete Structure Rebar Detailed Design Standards (KDS 14 20 50), Ministry of Land, Infrastructure and Transport (MOLIT), Korea.
- KDS 14 20 80 (2021), Earthquake Resistant Design for Concrete Structures (KDS 14 20 80), Ministry of Land, Infrastructure and Transport (MOLIT), Korea.
- Kim, E. Y., Kim, Y. J., Choi, S. M., Kim, D. J., and Park, K. Y. (2021), Bond and Anchorage Composite Behavior of RCC Device for Substitution Seismic Hook through Pull-out Experiment, Journal of the Korean Society for Advanced Composite Structures, 12(2), 21-32.
- Liang, Z., Gong, C., Liang, W., Zhang, S., and Li, X. (2023), Behavior of Confined Headed Bar Connection for Precast Reinforced Concrete Member Assembly, Applied Sciences, 13(2), 1-32.
- Lu, Y., Jiang, L., and Lin, F. (2023), Seismic Performance of Precast Concrete Shear Wall using Grouted Sleeve Connections for Section Steels Reinforced at Wall Ends, Structures, 57, 1-14.
- Morsi, D. M. A., Ismaeel, W. S. E., Ehab, A., and Othman, A. A. E. (2022), BIM-Based Life Cycle Assessment for Different Structural System Scenarios of a Residential Building, Ain Shams Engineering Journal, 13(6), 1-15.
- Mun, J. H., Yoon, H. S., Kim, J. W., and Eom, B. H. (2022), Modeling of Precast Concrete Shear Walls BIM Program, Journal of the Korea Institute of Building Construction, 22(5), 451-462 (in Korean).
- Revit (2024), Autodesk Revit for Windows. Ver. 2024. USA: Autodesk, Inc.
- Sketchup (2024), Sketchup Pro. Ver. 2024. USA: Trimble, Inc.
- Sheikh, S. A., and Khoury, S. S. (1997), A Performance-Based Approach for the Design of Confining Steel in Tied Columns, ACI Structural Journal, 94(4), 421-432.
- Tworzewski, T. (2015), Errors during Manufacturing of Reinforced Concrete Beams at the Example of Concrete Cover Deviations, TRANSCOM Proceedings, 11th European Conference of Young Researchers and Scientists, University of Zilina, Slovakia, 310-314.
- Watson, S., and Park, R. (1994), Simulated Seismic Load Tests on Reinforced Concrete Columns, Journal of Structure Engineering, 120(6), 1825-1849.
- Xiao, S., Wang, Z., Li, X., Harries, K. A., Xu, Q., and Gao, R. (2021), Study of Effects of Sleeve Grouting Defects on the Seismic Performance of Precast Concrete Shear Walls, Engineering Structures, 236, 1-12.
- Xu, G., Wang, Z., Wu, B., Bursi, O., Tan, X., Yang, Q., and Wen, L. (2017), Seismic Performance of Precast Shear Wall with Sleeves Connection Based on Experimental and Numerical Studies, Engineering Structures, 150, 346-358.
- Xue, W., Huang, Q., and Li, Y. (2022), Experimental Study of Precast Concrete Shear Walls with Spiral-Confined Lap Connections under Cyclic Loads, Journal of Building Engineering, 52, 1-15.
- Yang, F., Hussain, S., Fadhel, M., and Ghafoor, K. (2022), Research on the Design Method of Prefabricated Concrete Structure Based on BIM, Computer-Aided Design and Applications, 20(S3), 148-164.
- Yang, K. H., Mun, J. H., and Oh, N. K. (2021a), Flexural Behavior of Lightweight Aggregate Concrete Shear Walls, Journal of Structural Engineering, 148(1), 1-14.
- Yang, K. H., Mun, J. H., and Hwang, S. H. (2021b), Compressive Stress-Strain Model for Confined Lightweight Concrete Based on Brittleness Number, Journal of Civil Engineering, KSCE, 25(8), 3041-3053.
- Yang, K. H., Mun, J. H., and Oh, N. K. (2023), Flexural Behavior of Precast Lightweight Concrete Shear Walls, ACI Structural Journal, 120(2), 217-231.
- Yang, K. H., Im, C. R., Mun, J. H., and Jung, Y. B. (2024), Seismic Connection Performance of Precast All-Lightweight Aggregate Concrete Shear Walls, Journal of Building Engineering, 85, 1-23.
- Yoon, S. J., Lee, K., Chun, Y. S., and Kim, T. W. (2013), Analysis of Nonlinear Seismic Behavior of Reinforced Concrete Shear Wall Systems Designed with Special and Semi-Special Seismic Details, Journal of the Earthquake Engineering Society of Korea, 17(1), 43-51 (in Korean).
- Zhi, Q., Yuan, Z., Zheng, Y., Jia, L., and Guo, Z. (2024), Experimental Research on Seismic Performance of Precast Concrete Shear Walls with a Novel Grouted Sleeve Used in the Connection, Journal of Earthquake Engineering, 28(5), 1379-1403.