Effects of Type of Bar Lap Splice on Reinforced Concrete Columns Subjected to Cyclic Loading
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Seismic Performance and Analysis
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References (19)
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1. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 519 pp.
2. ACI Committee 315, “Details and Detailing of Concrete Reinforcement (ACI 315-99),” American Concrete Institute, Farmington Hills, MI, 1999, pp. 1-44.
3. Eurocode 2, “Design of Concrete Structures: Part 1-1: General Rules and Rules for Buildings,” British Standards Institution, London, UK, 2004, pp. 132-143.
4. Kim, C. G.; Park, H. G.; and Eom, T. S., “Seismic Performance of Reinforced Concrete Columns with Lap Splices in Plastic Hinge Region,” ACI Structural Journal, V. 115, No. 1, Jan. 2018, pp. 235-245. doi: 10.14359/5170110910.14359/51701109 ↗
5. Lynn, A. C.; Moehle, J. P.; Mahin, S. A.; and Holmes, W. T., “Seismic Evaluation of Existing Reinforced Concrete Building Columns,” Earthquake Spectra, V. 12, No. 4, 1996, pp. 715-739. doi: 10.1193/1.158590710.1193/1.1585907 ↗
6. Melek, M., and Wallace, J. W., “Cyclic Behavior of Columns with Short Lap Splices,” ACI Structural Journal, V. 101, No. 6, Nov.-Dec. 2004, pp. 802-811.10.14359/13455 ↗
7. Boyes, A.; Bull, D. K.; and Pampanin, S., “Seismic Performance of Concrete Columns with Inadequate Transverse Reinforcement,” University of Canterbury, Christchurch, New Zealand, 2008, 12 pp.
8. Aboutaha, R. S.; Engelhardt, M. D.; Jirsa, J. O.; and Kreger, M. E., “Experimental Investigation of Seismic Repair of Lap Splice Failures in Damaged Concrete Columns,” ACI Structural Journal, V. 96, No. 2, Mar.-Apr. 1999, pp. 297-306.10.14359/622 ↗
9. Haroun, M. A., and Elsanadedy, H. M., “Fiber-Reinforced Plastic Jackets for Ductility Enhancement of Reinforced Concrete Bridge Columns with Poor Lap-Splice Detailing,” Journal of Bridge Engineering, ASCE, V. 10, No. 6, 2005, pp. 749-757. doi: 10.1061/(ASCE)1084-0702(2005)10:6(749)10.1061/(ASCE)1084-0702(2005)10:6(749) ↗
10. Harries, K. A.; Ricles, J. M.; Pessiki, S.; and Sause, R., “Seismic Retrofit of Lap Splices in Nonductile Square Columns Using Carbon Fiber-Reinforced Jackets,” ACI Structural Journal, V. 103, No. 6, Nov.-Dec. 2006, pp. 874-884.10.14359/18242 ↗
11. ElGawady, M.; Endeshaw, M.; McLean, D.; and Sack, R., “Retrofitting of Rectangular Columns with Deficient Lap Splices,” Journal of Composites for Construction, ASCE, V. 14, No. 1, 2010, pp. 22-35. doi: 10.1061/(ASCE)CC.1943-5614.000004710.1061/(ASCE)CC.1943-5614.0000047 ↗
12. Harajli, M., “Seismic Behavior of RC Columns with Bond-Critical Regions: Criteria for Bond Strengthening Using External FRP Jackets,” Journal of Composites for Construction, ASCE, V. 12, No. 1, 2008, pp. 69-79. doi: 10.1061/(ASCE)1090-0268(2008)12:1(69)10.1061/(ASCE)1090-0268(2008)12:1(69) ↗
13. Bournas, D. A.; Triantafillou, T. C.; Zygouris, K.; and Stavropoulos, F., “Textile-Reinforced Mortar Versus Frp Jacketing in Seismic Retrofitting of RC Columns with Continuous or Lap-Spliced Deformed Bars,” Journal of Composites for Construction, ASCE, V. 13, No. 5, 2009, pp. 360-371. doi: 10.1061/(ASCE)CC.1943-5614.000002810.1061/(ASCE)CC.1943-5614.0000028 ↗
14. Pam, H. J., and Ho, J. C., “Effects of Steel Lap Splice Locations on Strength and Ductility of Reinforced Concrete Columns,” Advances in Structural Engineering, V. 13, No. 1, 2010, pp. 199-214. doi: 10.1260/1369-4332.13.1.19910.1260/1369-4332.13.1.199 ↗
15. Chowdhury, S.R., and Orakcal, K., “Analytical Modeling of Columns with Inadequate Lap Splices,” ACI Structural Journal, V. 110, No. 5, Sept.-Oct. 2016, pp. 735-744.
16. Grammatikou, S.; Biskinis, D.; and Fardis, M. N., “Effect of Load Cycling, FRP Jackets, and Lap-Splicing of Longitudinal Bars on the Effective Stiffness and Ultimate Deformation of Flexure-Controlled RC Members,” Journal of Structural Engineering, ASCE, V. 144, No. 6, 2018, pp. 1-19. (04018056)10.1061/(ASCE)ST.1943-541X.0002045 ↗
17. ACI Committee 374, “Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05),” American Concrete Institute, Farmington Hills, MI, 2005, pp. 1-9.
18. Lehman, D. E., and Moehle, J. P., “Seismic Performance of Well-Confined Concrete Bridge Columns,” PEER-1998/01, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA, 1998, pp. 1-316.
19. Setzler, E. J., and Sezen, H., “Model for the Lateral Behavior of Reinforced Concrete Columns Including Shear Deformations,” Earthquake Spectra, V. 24, No. 2, 2008, pp. 493-511. doi: 10.1193/1.293207810.1193/1.2932078 ↗