ACI Committee 355 Updates Seismic Qualification of Post-Installed Anchors in Concrete

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Title: ACI Committee 355 Updates Seismic Qualification of Post-Installed Anchors in Concrete

Author(s): Andra Hörmann-Gast and Tara C. Hutchinson

Publication: Concrete International

Volume: 48

Issue: 4

Appears on pages(s): 56-61

Keywords: Anchors, seismic qualification, testing

DOI: 10.14359/51750637

Date: 4/1/2026

Abstract:
In the most recent updates to the ACI 355 prequalification standards, changes were made to the requirements for testing and assessment of anchors intended for use in seismic design environments (SDC C through F). These changes are reflected in ACI CODE-355.2-24 and ACI CODE-355.4-24. Both standards are referenced in ACI CODE-318-25, “Building Code for Structural Concrete—Code Requirements and Commentary.” This article provides background for these changes, including a historical perspective on seismic qualification and design of anchorage, supporting research, and ACI Committee 355 decisions.

Related References:

1. ACI Committee 355, “Evaluating the Performance of Post-Installed Mechanical Anchors in Concrete (ACI 355.2-01) and Commentary (ACI 355.2R-01),” American Concrete Institute, Farmington Hills, MI, 2001, 29 pp.

2. ACI Committee 355, “Post‑Installed Mechanical Anchors in Concrete—Qualification Requirements and Commentary (ACI CODE-355.2-24),” American Concrete Institute, Farmington Hills, MI, 2024, 118 pp.

3. ACI Committee 355, “Post-Installed Adhesive Anchors in Concrete—Qualification Requirements and Commentary (ACI CODE-355.4-24),” American Concrete Institute, Farmington Hills, MI, 2024, 127 pp.

4. ACI Committee 318, “Building Code for Structural Concrete—Code Requirements and Commentary (ACI CODE-318-25),” American Concrete Institute, Farmington Hills, MI, 2025, 702 pp.

5. AC01, “Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements,” ICC Evaluation Service, LLC, Brea, CA, 1997, 10 pp.

6. EQE International, “The January 17, 1994 Northridge, CA Earthquake: An EQE Summary Report,” ABS Group, Spring, TX, Mar. 1994, https://www.lafire.com/famous_fires/1994-0117_Northridge Earthquake/quake/00_EQE_contents.htm. (accessed Mar. 13, 2026)

7. Silva, J.F., “Test Methods for Seismic Qualification of Post-Installed Anchors,” International Symposium on Connections between Steel and Concrete,” R. Eligehausen, ed., RILEM Publications SARL, V. 1, 2001, pp. 551-563.

8. CSA N287.3:25, “Design Requirements for Concrete Containment Structures for Nuclear Power Plants,” CSA Group, Toronto, ON, Canada, 2025, 76 pp.

9. Tang, J.H.K., and Deans, J.J., “Test Criteria and Method for Seismic Qualification of Concrete Expansion Anchors,” Proceedings of the Fourth Canadian Conference on Earthquake Engineering, University of British Columbia, Vancouver, BC, Canada, 1983, pp. 58-69.

10. AC58, “Acceptance Criteria for Adhesive Anchors in Concrete and Masonry Elements,” ICC Evaluation Service, LLC, Brea, CA, 1997.

11. Mahrenholtz, P.; Wood, R.L.; Eligehausen, R.; Hutchinson, T.C.; and Hoehler, M.S., “Development and Validation of European Guidelines for Seismic Qualification of Post-Installed Anchors,” Engineering Structures, V. 148, Oct. 2017, pp. 497-508. doi: 10.1016/j.engstruct.2017.06.048

12. ACI Committee 355, “Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary (ACI 355.4-11),” American Concrete Institute, Farmington Hills, MI, 2011, 55 pp.

13. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02),” American Concrete Institute, Farmington Hills, MI, 2002, 443 pp.

14. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2008, 473 pp.

15. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2011, 503 pp.

16. ASCE/SEI 7-10, “Minimum Design Loads for Buildings and Other Structures,” American Society of Civil Engineers, Reston, VA, 2010, 608 pp.

17. Faraone, G., “Behavior of Post-Installed Anchors in Reinforced Concrete Shear Walls of Different Aspect Ratios Subjected to Simulated Seismic Loads,” PhD dissertation, University of California San Diego, San Diego, CA, 2021, 583 pp.

18. Faraone, G.; Hutchinson, T.C.; Piccinin, R.; and Silva, J.F., “Seismic Performance of Varying Aspect Ratio Full-Scale Concrete Walls,” ACI Structural Journal, V. 119, No. 6, Nov. 2022, pp. 19-34. doi: 10.14359/51737173

19. Faraone, G.; Hutchinson, T.C.; Piccinin, R.; and Silva, J.F., “Anchor Performance in Cyclically Loaded Shear Walls,” ACI Structural Journal, V. 119, No. 6, Nov. 2022, pp. 35-51. doi: 10.14359/51737174

20. Faraone, G.; Hutchinson, T.C.; Piccinin, R.; and Silva, J.F., “Simulated Seismic Damage Evolution in Concrete Shear Walls,” ACI Structural Journal, V. 120, No. 2, Mar.-Apr. 2023, pp. 143-156. doi: 10.14359/51737235

21. Saenz, A., and Pujol, S., “Cracking Observed in a Test Structure,” internal report, University of Canterbury, Christchurch, New Zealand, 2025, 46 pp.

22. Hoehler, M., “Behavior and Testing of Fastenings to Concrete for Use in Seismic Applications,” PhD dissertation, University of Stuttgart, Stuttgart, Germany, 2006, 261 pp.

23. Watkins, D., “Seismic Behavior and Modeling of Anchored Nonstructural Components Considering the Influence of Cyclic Cracks,” PhD dissertation, University of California San Diego, San Diego, CA, 2011.

24. Wood, R.L., and Hutchinson, T.C., “Crack Protocols for Anchored Components and Systems,” ACI Structural Journal, V. 110, No. 3, May-June 2013, pp. 391-401. doi: 10.14359/51685597

25. Wood, R.; Hutchinson, T.; and Hoehler, M., “Cyclic Load and Crack Protocols for Anchored Nonstructural Components and Systems,” Structural Systems Research Project (SSRP) 2009/12, University of California San Diego, San Diego, CA, 2010.

26. ETAG 001 Committee, “ETAG 001: Guideline for European Technical Approval of Metal Anchors for Use in Concrete — Annex E: Assessment of Metal Anchors Under Seismic Actions,” European Organisation for Technical Approvals, Brussels, Belgium, Apr. 2013.

27. Mahrenholtz, P., and Olsen, J., “Brief Comparison of US and European Regulations for the Qualification and Design of Seismic Anchors,” Proceedings of the Fourth International Symposium on Life-Cycle Civil Engineering (IALCCE 2014), Tokyo, Japan, 2014, pp. 267-274.

28. AC510, “Acceptance Criteria for Qualification of Post-Installed Adhesive Anchors in Concrete,” ICC Evaluation Service, LLC, Brea, CA, June 2020.

29. ASCE/SEI 7-22, “Minimum Design Loads and Associated Criteria for Buildings and Other Structures,” American Society of Civil Engineers, Reston, VA, 2022, 1072 pp.