journal article·2025-07-01

Update to Shear Strength Provisions for Concrete Columns in ACI CODE-369.1-22

Authors not provided

ACI Structural Journal· Volume 122· Issue 4
Publisher page

Abstract

No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.

Source: Not provided · Quality: missing

Research context

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

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (29)

Show source-provided references
1. Comerio, M. C., and Anagnos, T., “Los Angeles Inventory: Implications for Retrofit Policies for Nonductile Concrete Buildings,” Proceedings of the Fifteenth World Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal, 2012, pp. 18299-18307.
2. Elwood, K. J., and Moehle, J. P., “Axial Capacity Model for Shear-Damaged Columns,” ACI Structural Journal, V. 102, No. 4, July-Aug. 2005, pp. 578-587.10.14359/14562 ↗
3. Moehle, J. P.; Elwood, K. J.; and Sezen, H., “Gravity Load Collapse of Building Frames During Earthquakes,” S. M. Uzumeri Symposium: Behavior and Design of Concrete Structures for Seismic Performance, SP-197, S. Sheikh and O. Bayrak, eds., American Concrete Institute, Farmington Hills, MI, 2001, pp. 215-238.
4. ASCE/SEI 41-23, “Seismic Evaluation and Retrofit of Existing Buildings,” American Society of Civil Engineers, Reston, VA, 2023, 615 pp.
5. ACI Committee 369, “Seismic Evaluation and Retrofit of Existing Concrete Buildings—Code and Commentary (ACI CODE-369.1-22),” American Concrete Institute, Farmington Hills, MI, 2023, 125 pp.
6. ACI Committee 369, “Standard Requirements for Seismic Evaluation and Retrofit of Existing Concrete Buildings (ACI 369.1-17) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2017, 110 pp.
7. 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.
8. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 520 pp.
9. Sezen, H., and Moehle, J. P., “Shear Strength Model for Lightly Reinforced Concrete Columns,” Journal of Structural Engineering, ASCE, V. 130, No. 11, Nov. 2004, pp. 1692-1703. doi: 10.1061/(ASCE)0733-9445(2004)130:11(1692)10.1061/(ASCE)0733-9445(2004)130:11(1692) ↗
10. Ghee, A. B.; Priestley, M. J. N.; and Paulay, T., “Seismic Shear Strength of Circular Reinforced Concrete Columns,” ACI Structural Journal, V. 86, No. 1, Jan.-Feb. 1989, pp. 45-59.10.14359/2634 ↗
11. Aschheim, M., and Moehle, J. P., “Shear Strength and Deformability of RC Bridge Columns Subjected to Inelastic Cyclic Displacements,” Report No. UCB/EERC-92/04, Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA, Mar. 1992, 114 pp.
12. Priestley, M. J. N.; Verma, R.; and Xiao, Y., “Seismic Shear Strength of Reinforced Concrete Columns,” Journal of Structural Engineering, ASCE, V. 120, No. 8, Aug. 1994, pp. 2310-2329. doi: 10.1061/(ASCE)0733-9445(1994)120:8(2310)10.1061/(ASCE)0733-9445(1994)120:8(2310) ↗
13. Hua, J.; Eberhard, M. O.; Lowes, L. N.; and Gu, X., “Modes, Mechanisms, and Likelihood of Seismic Shear Failure in Rectangular Reinforced Concrete Columns,” Journal of Structural Engineering, ASCE, V. 145, No. 10, Oct. 2019, p. 04019096. doi: 10.1061/(ASCE)ST.1943-541X.000236510.1061/(ASCE)ST.1943-541X.0002365 ↗
14. Del Vecchio, C.; Del Zoppo, M.; Di Ludovico, M.; Verderame, G. M.; and Prota, A., “Comparison of Available Shear Strength Models for Non-conforming Reinforced Concrete Columns,” Engineering Structures, V. 148, Oct. 2017, pp. 312-327. doi: 10.1016/j.engstruct.2017.06.04510.1016/j.engstruct.2017.06.045 ↗
15. Joint ACI-ASCE Committee 326, “Shear, Diagonal Tension, and Torsion in Structural Concrete,” American Concrete Institute, Farmington Hills, MI, 1962, 128 pp.
16. Joint ACI-ASCE Committee 426, “The Shear Strength of Reinforced Concrete Members (ACI 426R-74) (Reapproved 1980),” American Concrete Institute, Farmington Hills, MI, 1974, 115 pp.
17. Li, Y.-A., and Hwang, S.-J., “Prediction of Lateral Load Displacement Curves for Reinforced Concrete Short Columns Failed in Shear,” Journal of Structural Engineering, ASCE, V. 143, No. 2, Feb. 2017, p. 04016164. doi: 10.1061/(ASCE)ST.1943-541X.000165610.1061/(ASCE)ST.1943-541X.0001656 ↗
18. Bentz, E. C.; Vecchio, F. J.; and Collins, M. P., “Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements,” ACI Structural Journal, V. 103, No. 4, July-Aug. 2006, pp. 614-624.10.14359/16438 ↗
19. Aoyama, H., “Design Philosophy for Shear in Earthquake Resistance in Japan,” Earthquake Resistance of Reinforced Concrete Structures: A Volume Honoring Hiroyuki Aoyama, T. Okada, ed., The University of Tokyo Press, Tokyo, Japan, 1993, pp. 407-418.
20. Tran, C. T. N., and Li, B., “Shear Strength Model for Reinforced Concrete Columns with Low Transverse Reinforcement Ratios,” Advances in Structural Engineering, V. 17, No. 10, Nov. 2014, pp. 1373-1385. doi: 10.1260/1369-4332.17.10.137310.1260/1369-4332.17.10.1373 ↗
21. Biskinis, D. E.; Roupakias, G. K.; and Fardis, M. N., “Degradation of Shear Strength of Reinforced Concrete Members with Inelastic Cyclic Displacements,” ACI Structural Journal, V. 101, No. 6, Nov.-Dec. 2004, pp. 773-783.10.14359/13452 ↗
22. Rebeiz, K. S., “Shear Strength Prediction for Concrete Members,” Journal of Structural Engineering, ASCE, V. 125, No. 3, Mar. 1999, pp. 301-308. doi: 10.1061/(ASCE)0733-9445(1999)125:3(301)10.1061/(ASCE)0733-9445(1999)125:3(301) ↗
23. Ghannoum, W., and Sivaramakrishnan, B., “NEES: ACI 369 Rectangular Column Database,” 2015. doi: 10.4231/D36688J50
24. Suselo, A. A., “Simulated Behavior of Rectangular Reinforced Concrete Columns under Seismic Loading,” PhD dissertation, The University of Texas at San Antonio, San Antonio, TX, 2021, 495 pp.
25. ASCE/SEI 41-17, “Seismic Evaluation and Retrofit of Existing Buildings,” American Society of Civil Engineers, Reston, VA, 2017, 550 pp.
26. Kowalsky, M. J., and Priestley, M. J. N., “Improved Analytical Model for Shear Strength of Circular Reinforced Concrete Columns in Seismic Regions,” ACI Structural Journal, V. 97, No. 3, May-June 2000, pp. 388-396.10.14359/4633 ↗
27. Khodadadi Koodiani, H.; Jafari, E.; Majlesi, A.; Shahin, M.; Matamoros, A.; and Alaeddini, A., “Machine Learning Tools to Improve Nonlinear Modeling Parameters of RC Columns,” Journal of Building Engineering, V. 84, May 2024, Article No. 108492. doi: 10.1016/j.jobe.2024.10849210.1016/j.jobe.2024.108492 ↗
28. Khodadadi Koodiani, H.; Majlesi, A.; Shahriar, A.; and Matamoros, A., “Non-Linear Modeling Parameters for New Construction RC Columns,” Frontiers in Built Environment, V. 9, 2023, Article No. 1108319. doi: 10.3389/fbuil.2023.110831910.3389/fbuil.2023.1108319 ↗
29. AASHTO, “AASHTO LRFD Bridge Design Specifications,” eighth edition, American Association of State Highway and Transportation Officials, Washington, DC, 2017, 438 pp.