journal article·2025-03-01

Seismic Performance of Precast Concrete Wide Beam-Column Connections under Ductile Connection Principle

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ACI Structural Journal· Volume 122· Issue 2
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Abstract

The American Concrete Institute (ACI) is a leading authority and resource worldwide for the development and distribution of consensus-based standards, technical resources, educational programs, certification programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
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Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Seismic Performance and Analysis · Structural Load-Bearing Analysis

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References (46)

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1. Jaillon, L., and Poon, C. S., “Sustainable Construction Aspects of Using Prefabrication in Dense Urban Environment: A Hong Kong Case Study,” Construction Management and Economics, V. 26, No. 9, 2008, pp. 953-966. doi: 10.1080/0144619080225904310.1080/01446190802259043 ↗
2. Jaillon, L., and Poon, C. S., “The Evolution of Prefabricated Residential Building Systems in Hong Kong: A Review of the Public and the Private Sector,” Automation in Construction, V. 18, No. 3, May 2009, pp. 239-248. doi: 10.1016/j.autcon.2008.09.00210.1016/j.autcon.2008.09.002 ↗
3. Kozhageldi, N.; Shon, C.-S.; Kareken, G.; Tukaziban, A.; Mardenov, M.; Zhang, D.; and Kim, J., “Properties of Geopolymer Mortar Mixtures Containing Waste Glass Aggregates and River Sand,” Key Engineering Materials, V. 945, May 2023, pp. 93-99. doi: 10.4028/p-67b12110.4028/p-67b121 ↗
4. Baek, J.-W.; Kang, S.-M.; Kim, T.-H.; and Kim, J.-Y., “Structural Performance of PC Double Beam–Column Connection Under Gravity and Seismic Loading,” International Journal of Concrete Structures and Materials, V. 14, No. 1, Dec. 2020, Article No. 60. doi: 10.1186/s40069-020-00439-410.1186/s40069-020-00439-4 ↗
5. Jang, B. S.; Kim, J. H.; Choi, S. H.; Kim, K. S.; Hwang, J. H.; and Choi, S. D., “Structural Behavior of Precast Wide Girder-Column Joints under Lateral Cyclic Loading,” Journal of the Korea Concrete Institute, V. 33, No. 3, 2021, pp. 289-297. doi: 10.4334/JKCI.2021.33.3.28910.4334/JKCI.2021.33.3.289 ↗
6. Kim, J. H.; Jang, B. S.; Choi, S.-H.; Lee, Y. J.; and Kim, K. S., “Experimental Study on Lateral Behavior of Precast Wide Beam-Column Joints,” Earthquakes and Structures, V. 21, No. 6, Dec. 2021, pp. 653-667. doi: 10.12989/eas.2021.21.6.653
7. Moehle, J. P., and Hooper, J. D., “Seismic Design of Reinforced Concrete Special Moment Frames: A Guide for Practicing Engineers,” second edition, Applied Technology Council and Consortium of Universities for Research in Earthquake Engineering for the National Institute of Standards and Technology, Gaithersburg, MD, Aug. 2016, 46 pp.10.6028/NIST.GCR.16-917-40 ↗
8. Behnam, H.; Kuang, J. S.; and Samali, B., “Parametric Finite Element Analysis of RC Wide Beam-Column Connections,” Computers & Structures, V. 205, Aug. 2018, pp. 28-44. doi: 10.1016/j.compstruc.2018.04.00410.1016/j.compstruc.2018.04.004 ↗
9. Celik, O. C., and Ellingwood, B. R., “Modeling Beam-Column Joints in Fragility Assessment of Gravity Load Designed Reinforced Concrete Frames,” Journal of Earthquake Engineering, V. 12, No. 3, 2008, pp. 357-381. doi: 10.1080/1363246070145721510.1080/13632460701457215 ↗
10. Dal Lago, B., and Molina, F. J., “Assessment of a Capacity Spectrum Seismic Design Approach Against Cyclic and Seismic Experiments on Full‐Scale Precast RC Structures,” Earthquake Engineering & Structural Dynamics, V. 47, No. 7, June 2018, pp. 1591-1609. doi: 10.1002/eqe.303010.1002/eqe.3030 ↗
11. Fan, J.-J.; Wu, G.; Feng, D.-C.; Zeng, Y.-H.; and Lu, Y., “Seismic Performance of a Novel Self-Sustaining Beam-Column Connection for Precast Concrete Moment-Resisting Frames,” Engineering Structures, V. 222, Nov. 2020, Article No. 111096. doi: 10.1016/j.engstruct.2020.11109610.1016/j.engstruct.2020.111096 ↗
12. Hwang, J.-H.; Choi, S.-H.; Lee, D. H.; Kim, K. S.; and Kwon, O.-S., “Seismic Behaviour of Post-Tensioned Precast Concrete Beam–Column Connections,” Magazine of Concrete Research, V. 73, No. 9, May 2021, pp. 433-447. doi: 10.1680/jmacr.19.0008310.1680/jmacr.19.00083 ↗
13. Yuksel, E.; Karadogan, H. F.; Bal, İ. E.; Ilki, A.; Bal, A.; and Inci, P., “Seismic Behavior of Two Exterior Beam–Column Connections Made of Normal-Strength Concrete Developed for Precast Construction,” Engineering Structures, V. 99, Sept. 2015, pp. 157-172. doi: 10.1016/j.engstruct.2015.04.04410.1016/j.engstruct.2015.04.044 ↗
14. Kim, S.; Kang, T. H.-K.; Jung, D.; and LaFave, J. M., “Seismic Behavior of Precast and Post-Tensioned Exterior Connections with Ductile Headed Rods,” ACI Structural Journal, V. 118, No. 1, Jan. 2021, pp. 87-100. doi: 10.14359/5172817910.14359/51728179 ↗
15. 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.
16. Palmieri, L.; Saqan, E.; French, C.; and Kreger, M., “Ductile Connections for Precast Concrete Frame Systems,” Mete A. Sozen Symposium: A Tribute from His Students, SP-162, J. K. Wight and M. Kreger, eds., American Concrete Institute, Farmington Hills, MI, 1996, pp. 313-355.
17. Zheng, G.; Kuang, Z.; Xiao, J.; and Pan, Z., “Mechanical Performance for Defective and Repaired Grouted Sleeve Connections under Uniaxial and Cyclic Loadings,” Construction and Building Materials, V. 233, Feb. 2020, Article No. 117233. doi: 10.1016/j.conbuildmat.2019.11723310.1016/j.conbuildmat.2019.117233 ↗
18. Won, D. H.; Han, T. H.; Kim, S.; Park, W.-S.; and Kang, Y. J., “Transverse Reinforcement for Confinement at Plastic Hinge of Circular Composite Hollow RC Columns,” Computers and Concrete, V. 17, No. 3, Mar. 2016, pp. 387-406. doi: 10.12989/cac.2016.17.3.38710.12989/cac.2016.17.3.387 ↗
19. Guan, D.; Chen, Z.; Liu, J.; Lin, Z.; and Guo, Z., “Seismic Performance of Precast Concrete Columns with Prefabricated UHPC Jackets in Plastic Hinge Zone,” Engineering Structures, V. 245, Oct. 2021, Article No. 112776. doi: 10.1016/j.engstruct.2021.11277610.1016/j.engstruct.2021.112776 ↗
20. Bae, S., and Bayrak, O., “Plastic Hinge Length of Reinforced Concrete Columns,” ACI Structural Journal, V. 105, No. 3, May-June 2008, pp. 290-300. doi: 10.14359/1978810.14359/19788 ↗
21. Zhang, L.; Fang, Z.; Tang, Y.; Li, H.; and Liu, Q., “Characterization of Damage Progress in the Defective Grouted Sleeve Connection Using Combined Acoustic Emission and Ultrasonics,” Sensors, V. 22, No. 21, Nov. 2022, Article No. 8579. doi: 10.3390/s2221857910.3390/s22218579 ↗
22. Priestley, M. J. N., “The PRESSS Program — Current Status and Proposed Plans for Phase III,” PCI Journal, V. 41, No. 2, Mar.-Apr. 1996, pp. 22-40. doi: 10.15554/pcij.03011996.22.4010.15554/pcij.03011996.22.40 ↗
23. Zameeruddin, M., and Sangle, K. K., “Review on Recent Developments in the Performance-Based Seismic Design of Reinforced Concrete Structures,” Structures, V. 6, May 2016, pp. 119-133. doi: 10.1016/j.istruc.2016.03.00110.1016/j.istruc.2016.03.001 ↗
24. Dong, G.; Garcia, R.; Pilakoutas, K.; and Hajirasouliha, I., “A Review of Optimum Seismic Design of RC Frames: State-of-the-Art, Challenges and Future Directions,” Engineering Structures, V. 315, Sept. 2024, Article No. 118455. doi: 10.1016/j.engstruct.2024.11845510.1016/j.engstruct.2024.118455 ↗
25. Hashmi, A. K.; Singh, H. K.; Jameel, M.; and Patil, L. G., “Performance-Based Efficient Seismic Design of Reinforced Concrete Frames with Vertical Irregularities,” Asian Journal of Civil Engineering, V. 23, No. 3, Apr. 2022, pp. 375-389. doi: 10.1007/s42107-022-00429-910.1007/s42107-022-00429-9 ↗
26. Arroyo, O.; Liel, A.; and Gutiérrez, S., “A Performance-Based Evaluation of a Seismic Design Method for Reinforced Concrete Frames,” Journal of Earthquake Engineering, V. 22, No. 10, 2018, pp. 1900-1917. doi: 10.1080/13632469.2017.130960510.1080/13632469.2017.1309605 ↗
27. Lu, B., and Silva, P. F., “Estimating Equivalent Viscous Damping Ratio for RC Members under Seismic and Blast Loadings,” Mechanics Research Communications, V. 33, No. 6, Nov.-Dec. 2006, pp. 787-795. doi: 10.1016/j.mechrescom.2006.05.00210.1016/j.mechrescom.2006.05.002 ↗
28. Farahani, S.; Akhaveissy, A. H.; and Damkilde, L., “Equivalent Viscous Damping for Buckling-Restrained Braced RC Frame Structures,” Structures, V. 34, Dec. 2021, pp. 1229-1252. doi: 10.1016/j.istruc.2021.08.03110.1016/j.istruc.2021.08.031 ↗
29. Blandon, C. A., and Priestley, M. J. N., “Equivalent Viscous Damping Equations for Direct Displacement Based Design,” Journal of Earthquake Engineering, V. 9, No. sup2, 2005, pp. 257-278. doi: 10.1142/S136324690500239010.1142/S1363246905002390 ↗
30. Jiang, Q.; Wang, H.; Feng, Y.; Chong, X.; Huang, J.; and Zhou, Y., “Direct Displacement-Based Seismic Design for a Retrofitted RC Frame by Hinged Wall with BRBs at Base,” Structures, V. 57, Nov. 2023, Article No. 105182. doi: 10.1016/j.istruc.2023.10518210.1016/j.istruc.2023.105182 ↗
31. Sharma, A.; Tripathi, R. K.; and Bhat, G., “Comparative Performance Evaluation of RC Frame Structures Using Direct Displacement-Based Design Method and Force-Based Design Method,” Asian Journal of Civil Engineering, V. 21, No. 3, Apr. 2020, pp. 381-394. doi: 10.1007/s42107-019-00198-y10.1007/s42107-019-00198-y ↗
32. ISO 3010:2017, “Bases for Design of Structures—Seismic Actions on Structures,” International Organization for Standardization, Geneva, Switzerland, 2017, 60 pp.
33. ATC-40, “Seismic Evaluation and Retrofit of Concrete Buildings,” Applied Technology Council, Redwood City, CA, 1996, 334 pp.
34. Zhang, W.; Lee, D.; Kim, S.-H.; Ju, H.; and Lee, C.-J., “Seismic Performance of Precast Wide Beam-Column Connections with Asymmetrical Anchorage Reinforcement Details,” Engineering Structures, V. 275, Part A, Jan. 2023, Article No. 115237. doi: 10.1016/j.engstruct.2022.11523710.1016/j.engstruct.2022.115237 ↗
35. Zhang, W.; Kim, S.; Lee, D.; Zhang, D.; and Kim, J., “Seismic Performance of Self-Sustaining Precast Wide Beam-Column Connections for Fast Construction,” Computers and Concrete, V. 32, No. 3, Sept. 2023, pp. 339-349. doi: 10.12989/cac.2023.32.3.339
36. ACI Committee 374, “Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads (ACI 374.2R-13),” American Concrete Institute, Farmington Hills, MI, 2013, 18 pp.
37. Park, R., and Paulay, T., Reinforced Concrete Structures, John Wiley & Sons, Inc., New York, 1975, 769 pp.10.1002/9780470172834 ↗
38. Paulay, T., and Priestley, M. J. N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc., New York, 1992, 768 pp.10.1002/9780470172841 ↗
39. ASCE/SEI 41-17, “Seismic Evaluation and Retrofit of Existing Buildings,” American Society of Civil Engineers, Reston, VA, 2017, 567 pp.
40. Zhang, Q.; Wei, Z.-Y.; Gong, J.-X.; Yu, P.; and Zhang, Y.-Q., “Equivalent Viscous Damping Ratio Model for Flexure Critical Reinforced Concrete Columns,” Advances in Civil Engineering, V. 2018, No. 1, Article No. 5897620. doi: 10.1155/2018/589762010.1155/2018/5897620 ↗
41. Augusto, H.; Castro, J. M.; Rebelo, C.; and da Silva, L. S., “Ductility-Equivalent Viscous Damping Relationships for Beam-to-Column Partial-Strength Steel Joints,” Journal of Earthquake Engineering, V. 23, No. 5, 2019, pp. 810-836. doi: 10.1080/13632469.2017.134229010.1080/13632469.2017.1342290 ↗
42. Rodrigues, H.; Varum, H.; Arêde, A.; and Costa, A., “A Comparative Analysis of Energy Dissipation and Equivalent Viscous Damping of RC Columns Subjected to Uniaxial and Biaxial Loading,” Engineering Structures, V. 35, Feb. 2012, pp. 149-164. doi: 10.1016/j.engstruct.2011.11.01410.1016/j.engstruct.2011.11.014 ↗
43. Mohebkhah, A., and Tazarv, J., “Equivalent Viscous Damping for Linked Column Steel Frame Structures,” Journal of Constructional Steel Research, V. 179, Apr. 2021, Article No. 106506. doi: 10.1016/j.jcsr.2020.10650610.1016/j.jcsr.2020.106506 ↗
44. Bentz, E. C., “Sectional Analysis of Reinforced Concrete Members,” PhD thesis, University of Toronto, Toronto, ON, Canada, 2000, 198 pp.
45. McKenna, F.; Fenves, G. L.; and Scott, M. H., “Open System for Earthquake Engineering Simulation (OpenSees),” University of California, Berkeley, Berkeley, CA, 2000.
46. Ibarra, L. F.; Medina, R. A.; and Krawinkler, H., “Hysteretic Models That Incorporate Strength and Stiffness Deterioration,” Earthquake Engineering & Structural Dynamics, V. 34, No. 12, Oct. 2005, pp. 1489-1511. doi: 10.1002/eqe.49510.1002/eqe.495 ↗