Effect of Mechanical Splice to Seismic Performance of Precast Column-Foundation Connection
Source abstract
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.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Seismic Performance and Analysis · Structural Load-Bearing Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (36)
Show source-provided references
1. 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, 2005, pp. 1489-1511. doi: 10.1002/eqe.49510.1002/eqe.495 ↗
2. Won, D. H.; Han, T.; 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, 2016, pp. 387-406. doi: 10.12989/cac.2016.17.3.38710.12989/cac.2016.17.3.387 ↗
3. 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, 2023, p. 115237. doi: 10.1016/j.engstruct.2022.11523710.1016/j.engstruct.2022.115237 ↗
4. Lee, D.; Zhang, W.; Kang, S. M.; and Kang, T. H. K., “Seismic Performance of Precast Shear Wall Systems and Connection Details for Underground Structures,” Journal of Structural Engineering, V. 149, No. 6, 2023, p. 04023069. doi: 10.1061/JSENDH.STENG-1188810.1061/JSENDH.STENG-11888 ↗
5. Baker, A. L. L., Ultimate Load Theory Applied to the Design of Reinforced and Prestressed Concrete Frames, Concrete Publications Ltd., London, UK, 1956.
6. Sawyer, H. A., “Design of Concrete Frames For Two Failure Stages,” Flexural Mechanics of Reinforced Concrete, SP-12, American Concrete Institute, Farmington Hills, MI, 1965, pp. 405-437.
7. Corley, W. G., “Rotational Capacity of Reinforced Concrete Beams,” Journal of the Structural Division, V. 92, No. 5, 1966, pp. 121-146. doi: 10.1061/JSDEAG.000150410.1061/JSDEAG.0001504 ↗
8. Mattock, A. H., “Discussion of “Rotational Capacity of Hinging Regions in Reinforced Concrete Beams,” Journal of the Structural Division, V. 93, No. 2, 1967, pp. 519-522. doi: 10.1061/JSDEAG.000167810.1061/JSDEAG.0001678 ↗
9. Priestley, M. J. N., and Park, R., “Strength and Ductility of Concrete Bridge Columns Under Seismic Loading,” ACI Structural Journal, V. 84, No. 1, Jan.-Feb. 1987, pp. 61-76.10.14359/2800 ↗
10. Paulay, T., and Priestley, M. J. N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc., New York, 1992.10.1002/9780470172841 ↗
11. Sheikh, S. A., and Khoury, S. S., “Confined Concrete Columns with Stubs,” ACI Structural Journal, V. 90, No. 4, July-Aug. 1993, pp. 414-431.10.14359/3960 ↗
12. Coleman, J., and Spacone, E., “Localization Issues in Force-Based Frame Elements,” Journal of Structural Engineering, ASCE, V. 127, No. 11, 2001, pp. 1257-1265. doi: 10.1061/(ASCE)0733-9445(2001)127:11(1257)10.1061/(ASCE)0733-9445(2001)127:11(1257) ↗
13. Park, R.; Priestley, M. J. N.; and Gill, W. D., “Ductility of Square-Confined Concrete Columns,” Journal of the Structural Division, V. 108, No. 4, 1982, pp. 929-950. doi: 10.1061/JSDEAG.000593310.1061/JSDEAG.0005933 ↗
14. Panagiotakos, T. B., and Fardis, M. N., “Deformations of Reinforced Concrete Members at Yielding and Ultimate,” ACI Structural Journal, V. 98, No. 2, Mar.-Apr. 2001, pp. 135-148.10.14359/10181 ↗
15. Bae, S., and Bayrak, O., “Plastic Hinge Length of Reinforced Concrete Columns,” ACI Structural Journal, V. 105, No. 3, May-June 2008, pp. 290-300.10.14359/19788 ↗
16. Berry, M. P.; Lehman, D. E.; and Lowes, L. N., “Lumped-Plasticity Models for Performance Simulation of Bridge Columns,” ACI Structural Journal, V. 105, No. 3, May-June 2008, pp. 270-279.10.14359/19786 ↗
17. 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.
18. ASCE/SEI 7-22, “Minimum Design Loads and Associated Criteria for Buildings and Other Structures,” American Society of Civil Engineers, Reston, VA, 2022, 800 pp.
19. Zhang, W.; Lee, D.; Lee, C.; Zhang, X.; and Ikechukwu, O., “Bond Performance of SFRC Considering Random Distributions of Aggregates and Steel Fibers,” Construction and Building Materials, V. 291, 2021, p. 123304. doi: 10.1016/j.conbuildmat.2021.12330410.1016/j.conbuildmat.2021.123304 ↗
20. 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, 2021, p. 112776 doi: 10.1016/j.engstruct.2021.11277610.1016/j.engstruct.2021.112776 ↗
21. Smith, M., ABAQUS/Standard User’s Manual, Dassault Systems Simulia Corp, Providence, RI, 2009.
22. Ding, M.; Xu, W.; Wang, J.; Chen, Y.; Du, X.; Fang, R.; Huang, X.; and Sun, H., “Plastic Hinge Regions of prefabricated Concrete Columns with Grouted Sleeves and Simplified Calculation Method for Plastic Hinge Length,” Structures, V. 43, 2022, pp. 710-725. doi: 10.1016/j.istruc.2022.06.08110.1016/j.istruc.2022.06.081 ↗
23. Hung, H. H.; Sung, Y. C.; Lin, K. C.; Jiang, C. R.; and Chang, K. C., “Experimental Study and Numerical Simulation of Precast Segmental Bridge Columns with Semi-Rigid Connections,” Engineering Structures, V. 136, 2017, pp. 12-25. doi: 10.1016/j.engstruct.2017.01.01210.1016/j.engstruct.2017.01.012 ↗
24. Zhang, W.; Lee, D. H.; Lee, W. J.; Kim, M. S.; and Park, J. Y., “Effect of Cast-in-Place Beams on Seismic Performance of Precast Shear Walls,” ACI Structural Journal, V. 120, No. 1, Jan. 2023, pp. 89-102. doi: 10.14359/5173723110.14359/51737231 ↗
25. Zhang, W.; Lee, D. H.; Ikechukwu, O.; and Okonkwo, M., “Nonlinear Shear Analysis of Corroded Reinforced Concrete Beams Considering Bond Mechanism,” ACI Structural Journal, V. 118, No. 6, Nov. 2021, pp. 47-61. doi: 10.14359/5173299610.14359/51732996 ↗
26. Tazarv, M., and Saiidi, M. S., “Seismic Design of Bridge Columns Incorporating Mechanical Bar Splices in Plastic Hinge Regions,” Engineering Structures, V. 124, 2016, pp. 507-520. doi: 10.1016/j.engstruct.2016.06.04110.1016/j.engstruct.2016.06.041 ↗
27. Lee, D. H.; Kang, T. H. K.; Ju, H.; Moon, S. W.; and Yang, I. S., “Seismic Performance of Reinforced Concrete Column-Foundation Connections with Combo-Type Mechanical Splices,” ACI Structural Journal, V. 116, No. 5, Sept. 2019, pp. 173-186. doi: 10.14359/5171676610.14359/51716766 ↗
28. ISO 15835-2, I., “Steels for the Reinforcement of Concrete-Reinforcement Couplers for Mechanical Splices of Bars-Part 2: Test Methods,” International Organization for Standardization, Geneva, Switzerland, 2009, 11 pp.
29. KDS 41 1700, “Building Seismic Design: Standard,” Architectural Institute of Korea, Seoul, Korea, 2019, 123 pp.
30. JSCE Guidelines for Concrete, “Standard Specifications for Concrete Structures,” Japan Society of Civil Engineers, Tokyo, Japan, 2007, 469 pp.
31. 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, 2018, pp. 1-15. doi: 10.1155/2018/480207510.1155/2018/5897620 ↗
32. 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 ↗
33. 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, 2012, pp. 149-164. doi: 10.1016/j.engstruct.2011.11.01410.1016/j.engstruct.2011.11.014 ↗
34. Mohebkhah, A., and Tazarv, J., “Equivalent Viscous Damping for Linked Column Steel Frame Structures,” Journal of Constructional Steel Research, V. 179, 2021, p. 106506. doi: 10.1016/j.jcsr.2020.10650610.1016/j.jcsr.2020.106506 ↗
35. Hwang, J., “Evaluation of Equivalent Linear Analysis Methods of Bridge Isolation,” Journal of Structural Engineering, ASCE, V. 122, No. 8, 1996, pp. 972-976. doi: 10.1061/(ASCE)0733-9445(1996)122:8(972)10.1061/(ASCE)0733-9445(1996)122:8(972) ↗
36. McKenna, F.; Fenves, G. L.; and Scott, M. H., Open System for Earthquake Engineering Simulation, University of California, Berkeley, Berkeley, CA, 2000.