Comprehensive Multi-Metric Comparison of One-Way Shear Models for Reinforced Concrete Beams without Shear Reinforcement
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Seismic Performance and Analysis · Structural Response to Dynamic Loads
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References (28)
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1. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 520 pp.
2. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 624 pp.
3. ACI Committee 445 and German Committee for Structural Concrete (DAfStb), ACI-DAfStb Databases with Shear Tests for Evaluating Relationships for the Shear Design of Structural Concrete Members without and with Stirrups.
4. Aguilar, V.; Barnes, R. W.; and Nowak, A. S., 2022, “Comparative Assessment of Shear Strength Equations for Reinforced Concrete,” Practice Periodical on Structural Design and Construction, ASCE, V. 27, No. 2, pp. 1-11. doi: 10.1061/(ASCE)SC.1943-5576.000066610.1061/(ASCE)SC.1943-5576.0000666 ↗
5. Arachchige, C. N. P. G.; Prendergast, L. A.; and Staudte, R. G., 2020, “Robust Analogs to the Coefficient of Variation,” Journal of Applied Statistics, V. 49, No. 2, pp. 268-290. doi: 10.1080/02664763.2020.180859910.1080/02664763.2020.1808599 ↗
6. Belarbi, A.; Kuchma, D. A.; and Sanders, D. H., 2017, “Proposals for New One-Way Shear Equations for the 318 Building Code,” Concrete International, V. 39, No. 9, Sept., pp. 29-32.10.14359/51701010 ↗
7. Choi, K. K., and Park, H. G., 2023. “Presentation on the Revision of Shear and Torsion Design Standards for the 2026 reversion of Concrete Structure Standards KDS 14 20,” Korea Concrete Institute, 2023 Fall KCI Conference, Nov. 1-3, Phoenix, Jeju, South Korea. (in Korean)
8. Cladera, A.; Marí, A.; Bairán, J. M.; Oller, E.; and Ribas, C., 2017, “One-Way Shear Design Method Based on a Multi-Action Model,” Concrete International, V. 39, No. 9, Sept., pp. 40-46.
9. Collins, M. P., 2001, Evaluation of Shear Design Procedures for Concrete Structures, CSA Group, Toronto, ON, Canada, 148 pp.
10. CSA A23.3:24, 2024, “Design of Concrete Structures,” CSA Group, Toronto, ON, Canada.
11. Eurocode 2 (European Committee for Standardization), 2005, “Design of Concrete Structures-Concrete Bridges—Design and Detailing Rules,” EN 1992-2:2005 (E), European Committee for Standardization, Brussels, Belgium, 408 pp.
12. Friedman, M., 1937, “The Use of Ranks to Avoid the Assumption of Normality Implicit in the Analysis of Variance,” Journal of the American Statistical Association, V. 32, No. 200, pp. 675-701. doi: 10.1080/01621459.1937.1050352210.1080/01621459.1937.10503522 ↗
13. Frosch, R. J.; Yu, Q.; Cusatis, G.; and Bažant, Z. P., 2017, “A Unified Approach to Shear Design,” Concrete International, V. 39, No. 9, Sept., pp. 47-52.10.14359/51701014 ↗
14. Hyndman, R. J., and Athanasopoulos, G., 2018, Forecasting: Principles and Practice, second edition, OTexts Publishing, Monash University, Melbourne, Australia, 382 pp.
15. Ibrahim, A., Bidgoli, A. A., Rahnamayan, S., and Deb K., 2024, “A Novel Pareto-optimal Ranking Method for Comparing Multi-Objective Optimization Algorithms,” arXiv:2411.17999, 13 pp.
16. Japan Society of Civil Engineers (JSCE), 2007, “Standard Specifications for Concrete Structures-2007; Part 5 Design,” Tokyo, Japan, 469 pp.
17. Kuchma, D. A.; Wei, S.; Sanders, D. H.; Belarbi, A.; and Novak, L. C., 2019, “Development of the One-Way Shear Design Provisions of ACI 318-19 for Reinforced Concrete,” ACI Structural Journal, V. 116, No. 4, July, pp. 285-295.10.14359/51716739 ↗
18. Li, Y. A.; Hsu, T. T. C.; and Hwang, S. J., 2017, “Shear Strength of Prestressed and Non-prestressed Concrete Beams,” Concrete International, V. 39, No. 9, Sept., pp. 53-57.10.14359/51701015 ↗
19. Nash, J. E., and Sutcliffe, J. V., 1970, “River Flow Forecasting through Conceptual Models Part I—A Discussion of Principles,” Journal of Hydrology, V. 10, pp. 282-290.10.1016/0022-1694(70)90255-6 ↗
20. Park, H. G., and Choi, K. K., 2017, “Unified Shear Design Method of Concrete Beams Based on Compression Zone Failure Mechanism,” Concrete International, V. 39, No. 9, Sept., pp. 59-63.10.14359/51701016 ↗
21. Perumalla, M., and Laskar, A., 2020, “Evaluation of Design Methods for Prestressed Concrete Members with Stirrups Using a New Traditional Shear Database,” Structures, V. 23, pp. 621-634. doi: 10.1016/j.istruc.2019.10.02110.1016/j.istruc.2019.10.021 ↗
22. Rainio, O.; Teuho, J.; and Klén, R., 2024, “Evaluation Metrics and Statistical Tests for Machine Learning,” Scientific Reports, V. 14, No. 1, p. 6086. doi: 10.1038/s41598-024-56706-x10.1038/s41598-024-56706-x ↗
23. Reineck, K.-H., 2017, “Proposal for ACI 318 Shear Design,” Concrete International, V. 39, No. 9, Sept., pp. 65-70.10.14359/51701017 ↗
24. Reineck, K.-H.; Bentz, E. C.; Fitik, B.; Kuchma, D. A.; and Bayrak, O., 2013, “ACI-DAfStb Database of Shear Tests on Slender Reinforced Concrete Beams without Stirrups,” ACI Structural Journal, V. 110, No. 5, Sept.-Oct., pp. 867-876.10.14359/51685839 ↗
25. Shapiro, S. S., and Wilk, M. B., 1965, “An Analysis of Variance Test for Normality (Complete Samples),” Biometrika, V. 52, No. 3-4, pp. 591-611. doi: 10.1093/biomet/52.3-4.59110.1093/biomet/52.3-4.591 ↗
26. Simard, R., and L’Ecuyer, P., 2011, “Computing the Two-Sided Kolmogorov–Smirnov Distribution,” Journal of Statistical Software, V. 39, No. 11, pp. 1-18. doi: 10.18637/jss.v039.i1110.18637/jss.v039.i11 ↗
27. Tureyen, A. K., and Frosch, R. J., 2003, “Concrete Shear Strength: Another Perspective,” ACI Structural Journal, V. 100, No. 5, Sept.-Oct., pp. 609-615.10.14359/12802 ↗
28. Willmott, C. J., 1984. “On the Evaluation of Model Performance in Physical Geography,” Spatial Statistics and Models, pp. 443-460.10.1007/978-94-017-3048-8_23 ↗