Relative Emulation Evaluation of Precast Concrete Shear Walls
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Masonry and Concrete Structural Analysis · Seismic Performance and Analysis
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References (39)
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1. Park, R., and Paulay, T., Reinforced Concrete Structure, Wiley Interscience Publication, Hoboken, NJ, 1975.10.1002/9780470172834 ↗
2. Mun, J. H.; Yang, K. H.; and Lee, Y. J., “Seismic Tests on Heavyweight Concrete Shear Walls with Wire Ropes as Lateral Reinforcement,” ACI Structural Journal, V. 113, No. 4, July-Aug. 2016, pp. 665-675. doi: 10.14359/5168861510.14359/51688615 ↗
3. Williams, I. D.; Arteta, C.; Shao, Y.; and Ostertag, C. P., “Hybrid Fiber Reinforced Concrete Special Shear Wall Boundary Element in Compression,” Engineering Structures, V. 252, 2022, pp. 1-13. doi: 10.1016/j.engstruct.2021.11372610.1016/j.engstruct.2021.113726 ↗
4. Truong, G. T.; Kim, J. C.; and Choi, K. K., “Seismic Performance of Reinforced Concrete Columns Retrofitted by Various Methods,” Engineering Structures, V. 134, 2017, pp. 217-235. doi: 10.1016/j.engstruct.2016.12.04610.1016/j.engstruct.2016.12.046 ↗
5. Alfred, S.; Hubert, B.; Mathias, T.; and Philip, T., Precast Concrete Structures, Wiley Interscience Publication, Hoboken, NJ, 2019.
6. Kang, D. M.; Park, Y. G.; and Lee, H., “Experimental Studies on Bond and Splice Performance of Splice Sleeve for Connecting Rebar,” Journal of the Korean Society for Railway, V. 20, No. 2, 2017, pp. 257-264. doi: 10.7782/JKSR.2017.20.2.25710.7782/JKSR.2017.20.2.257 ↗
7. Xue, W.; Huang, Q.; Yang, J.; and Li, Z., “Cyclic Response of Precast Concrete Shear Walls with Reduced Grouted Sleeves or Corrugated Metallic Duct Splices,” Case Studies in Construction Materials, V. 18, 2023, pp. 1-13. doi: 10.1016/j.cscm.2023.e0182210.1016/j.cscm.2023.e01822 ↗
8. Peng, Y. Y.; Qian, J. R.; and Wang, Y. H., “Cyclic Performance of Precast Concrete Shear Walls with A Mortar-Sleeve Connection for Longitudinal Steel Bars,” Materials and Structures, V. 49, 2016, pp. 2455-2469. doi: 10.1617/s11527-015-0660-010.1617/s11527-015-0660-0 ↗
9. Zhi, Q.; Kang, L.; Jia, L.; Xiong, J.; and Guo, Z., “Seismic Performance of Precast Shear Walls Prestressed via Post-Tensioned High Strength Bars Placed Inside Grouted Corrugated Pipes,” Engineering Structures, V. 237, 2021, pp. 1-14. doi: 10.1016/j.engstruct.2021.11215310.1016/j.engstruct.2021.112153 ↗
10. Xu, G.; Wang, Z.; Wu, B.; Bursi, O. S.; Tan, X.; Yang, Q.; and Wen, L., “Seismic Performance of Precast Shear Wall with Sleeves Connection Based on Experimental and Numerical Studies,” Engineering Structures, V. 150, 2017, pp. 346-358. doi: 10.1016/j.engstruct.2017.06.02610.1016/j.engstruct.2017.06.026 ↗
11. Wu, M.; Liu, X.; Liu, H.; and Du, X., “Seismic Performance of Precast Short-Leg Shear Wall Using a Grouting Sleeve Connection,” Engineering Structures, V. 208, 2020, pp. 1-15. doi: 10.1016/j.engstruct.2020.11033810.1016/j.engstruct.2020.110338 ↗
12. Yang, K. H.; Mun, J. H.; and Oh, N. K., “Flexural Behavior of Precast Lightweight Aggregate Concrete Shear Walls with Different Wall-to-Base Connections,” ACI Structural Journal, V. 120, No. 2, Mar. 2023, pp. 217-231. doi: 10.14359/5173835110.14359/51738351 ↗
13. Yang, K. H.; Mun, J. H.; Cho, M. S.; and Kang, T. H. K., “A Stress-Strain Model for Various Unconfined Concrete in Compression,” ACI Structural Journal, V. 111, No. 4, July-Aug. 2014, pp. 819-826. doi: 10.14359/5168663110.14359/51686631 ↗
14. Rong, X.; Qu, Y. G.; Li, Y. R.; and Jing, M., “Seismic Behavior of Concrete Shear Wall with Lightweight Aggregate and Different Types of Reinforcement: A Test Study,” Ziran Zaihai Xuebao, V. 16, No. 3, 2007, pp. 118-123.
15. Lee, H. J.; Kim, H. Y.; Yang, K. H.; and Lee, Y. H., “Evaluation on Toughness Index of Lightweight Aggregate Concrete with Microsteel Fibers,” Journal of the Architectural Institute of Korea, V. 37, No. 7, 2022, pp. 255-262. doi: 10.5659/JAIK.2022.38.7.255
16. Mun, J. H.; Yang, K. H.; Choi, M. S.; and Chang, C. H., “Confinement Effect on Axial Behavior of Lightweight Aggregate Concrete Columns,” ACI Structural Journal, V. 118, No. 6, Nov. 2021, pp. 267-277. doi: 10.5659/JAIK.2022.38.7.25510.14359/51733080 ↗
17. Carrillo, J.; Lizarazo, J. M.; and Bonett, R., “Effect of Lightweight and Low-Strength Concrete on Seismic Performance of Thin Lightly-Reinforced Shear Walls,” Engineering Structures, V. 93, No. 15, 2015, pp. 61-69. doi: 10.1016/j.engstruct.2015.03.02210.1016/j.engstruct.2015.03.022 ↗
18. Yang, K. H.; Mun, J. H.; and Oh, N. K., “Flexural Behavior of Lightweight Aggregate Concrete Shear Walls,” Journal of Structural Engineering, ASCE, V. 148, No. 1, 2021, pp. 1-14. doi: 10.1061/(ASCE)st.1943-541x.000322110.1061/(ASCE)ST.1943-541X.0003221 ↗
19. AIJ, “Guidelines for the Design of Structural Precast Concrete Emulating Cast-in-Place Reinforced Concrete,” Architectural Institute of Japan, Tokyo, Japan, 2002.
20. Sheikh, S. A., and Khoury, S. S., “A Performance-Based Approach for the Design of Confining Steel in Tied Columns,” ACI Structural Journal, V. 94, No. 4, July-Aug. 1997, pp. 421-431. doi: 10.14359/49310.14359/493 ↗
21. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.
22. ICC-ES ESR-3433, “ICC-ES Evaluation Report ESR-3433,” ICC Evaluation Service, Brea, CA, 2023.
23. Lee, H. J.; Kim, S.; Kim, H. Y.; Mun, J. H.; and Yang, K. H., “Empirical Equation for Mechanical Properties of Lightweight Concrete Developed Using Bottom Ash Aggregates,” International Journal of Concrete Structures and Materials, V. 16, No. 23, 2022, pp. 1-10. doi: 10.1186/s40069-022-00514-y10.1186/s40069-022-00514-y ↗
24. ASTM C39/C39M-20, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 2020.
25. ASTM E8/E8M-16, “Standard Test Methods for Tension Testing of Metallic Materials,” ASTM International, West Conshohocken, PA, 2016.
26. FEMA 356, “Prestandard and Commentary for the Seismic Rehabilitation of Buildings,” Federal Emergency Management Agency, Washington, DC, 2000.
27. Lee, J. Y.; Heo, J. H.; Byun, H. W.; Kim, K. H.; and Shin, D., “Comparison of Emulation Evaluation Methods of Precast Concrete Moment Resistance Structures,” Engineering Structures, V. 291, 2023, pp. 1-17. doi: 10.1016/j.engstruct.2023.11641610.1016/j.engstruct.2023.116416 ↗
28. ACI Committee 374, “Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05) (Reapproved 2019),” American Concrete Institute, Farmington Hills, MI, 2005, 9 pp.
29. ACI Innovation Task Group 5, “Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing and Commentary (ACI 550.6-19),” American Concrete Institute, Farmington Hills, MI, 2019.
30. Jo, M. S.; Kim, H. G.; Kim, D. H.; Lee, Y. J.; Han, S. P.; and Kim, K. H., “Emulation Evaluation of Interior Beam-Column Connections in PC and RC Moment-Resisting Frames,” Materials, V. 16, No. 21, 2023, pp. 1-15. doi: 10.3390/ma1621690610.3390/ma16216906 ↗
31. Li, X.; Wu, G.; Kurama, Y. C.; and Cui, H., “Experimental Comparisons of Repairable Precast Concrete Shear Walls with a Monolithic Cast-in-Place Wall,” Engineering Structures, V. 216, 2020, pp. 1-16. doi: 10.1016/j.engstruct.2020.11067110.1016/j.engstruct.2020.110671 ↗
32. Lee, J. Y.; Heo, J. H.; Byun, H. W.; Kim, K. H.; and Shin, D., “Comparison of Emulation Evaluation Methods of Precast Concrete Moment Resistance Structures,” Engineering Structures, V. 291, 2023, pp. 1-17. doi: 10.1016/j.engstruct.2023.11641610.1016/j.engstruct.2023.116416 ↗
33. Cheng, X., “Experimental Study of Precast Concrete Walls with Replaceable Corner Components,” Earthquake Engineering and Structural Dynamics, V. 52, No. 14, 2023, pp. 4352-4375. doi: 10.1002/eqe.395710.1002/eqe.3957 ↗
34. Chun, Y. S., “Seismic Performance of Special Shear Wall with the Different Hoop Reinforcement Detail and Spacing in the Boundary Element,” LHI Journal of Land, Housing, and Urban Affairs, V. 6, No. 1, 2015, pp. 11-19. doi: 10.5804/LHIJ.2015.6.1.01110.5804/LHIJ.2015.6.1.011 ↗
35. Oh, Y. H.; Lyu, S. I.; and Moon, J. H., “Structural and Seismic Performance of Special Structural Walls Reinforced with Spiral Transverse Ties,” Journal of the Korea Concrete Institute, V. 34, No. 1, 2022, pp. 23-32. doi: 10.4334/JKCI.2022.34.1.02310.4334/JKCI.2022.34.1.023 ↗
36. Kim, Y. J., and Mun, J. H., “Effect of Yield Strength of Longitudinal Reinforcement and Connection Method on Ductility of Precast Lightweight Aggregate Concrete Shear Walls,” Journal of the Korea Concrete Institute, V. 36, No. 5, 2024, pp. 493-503. doi: 10.4334/JKCI.2024.36.5.49310.4334/JKCI.2024.36.5.493 ↗
37. Yang, K. H., “Seismic Connection Performance of Precast All-Lightweight Aggregate Concrete Shear Walls,” Journal of Building Engineering, V. 85, 2024, pp. 1-23. doi: 10.1016/j.jobe.2024.10865910.1016/j.jobe.2024.108659 ↗
38. Watson, S., and Park, R., “Simulated Seismic Load Tests on Reinforced Concrete Columns,” Journal of Structural Engineering, ASCE, V. 120, No. 6, 1994, pp. 1825-1849. doi: 10.1061/(ASCE)0733-9445(1994)120:6(1825)10.1061/(ASCE)0733-9445(1994)120:6(1825) ↗
39. Mun, J. H., and Yang, K. H., “Displacement Ductility Ratio-Based Flexural Design Approach of Reinforced Concrete Slender Shear Walls,” Magazine of Concrete Research, V. 68, No. 8, 2016, pp. 409-422. doi: 10.1680/jmacr.15.0011310.1680/jmacr.15.00113 ↗