Performance-Based Seismic Design Framework for Post-Installed Anchors
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OpenAlex topics: Seismic Performance and Analysis · Structural Behavior of Reinforced Concrete · Engineering and Material Science Research
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References (33)
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7. Mahrenholtz, C.; Eligehausen, R.; Hutchinson, T. C.; and Hoehler, M. S., “Behavior of Post-Installed Anchors Tested by Stepwise Increasing Cyclic Crack Protocols,” ACI Structural Journal, V. 114, No. 3, May-June 2017, pp. 621-630. doi: 10.14359/5168943110.14359/51689431 ↗
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9. Mahrenholtz, P., “Experimental Performance and Recommendations for Qualification of Post-Installed Anchors for Seismic Applications,” PhD thesis, University of Stuttgart, Stuttgart, Germany, June 2012, 345 pp. doi: 10.18419/opus-477
10. CAN3-N287.2-M82, “Material Requirements for Concrete Containment Structures for CANDU Nuclear Power Plants,” CSA Group, Toronto, ON, Canada, 1982.
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12. Silva, J. F., “Test Methods for Seismic Qualification of Post-Installed Anchors,” International RILEM Symposium on Connections between Steel and Concrete, R. Eligehausen, ed., Stuttgart, Germany, Sept. 2001, pp. 551-563.
13. Mahrenholtz, P., and Wood, R. L., “European Seismic Performance Categories C1 and C2 for Post-Installed Anchors,” ACI Structural Journal, V. 117, No. 6, Nov. 2020, pp. 31-44. doi: 10.14359/5172807110.14359/51728071 ↗
14. ASCE/SEI 7-05, “Minimum Design Loads for Buildings and Other Structures,” American Society of Civil Engineers, Reston, VA, 2006, 424 pp.
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16. 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: 10.14359/5168559710.14359/51685597 ↗
17. Hutchinson, T. C., and Wood, R. L., “Cyclic Load Protocol for Anchored Nonstructural Components and Systems,” Earthquake Spectra, V. 29, No. 3, 2013, pp. 817-842. doi: 10.1193/1.400016910.1193/1.4000169 ↗
18. EOTA TR 049, “Post-Installed Fasteners in Concrete under Seismic Action,” European Organisation for Technical Assessment, Brussels, Belgium, 2016, 44 pp.
19. Eligehausen, R.; Mallée, R.; and Silva, J. F., Anchorage in Concrete Construction, John Wiley & Sons, Inc., New York, 2006, 391 pp.
20. Hoehler, M. S., “Behavior and Testing of Fastenings to Concrete for Use in Seismic Applications,” PhD thesis, University of Stuttgart, Stuttgart, Germany, Aug. 2006, 261 pp. doi: 10.18419/opus-239
21. Gergely, P., and Lutz, L. A., “Maximum Crack Width in Reinforced Concrete Flexural Members,” Causes, Mechanism, and Control of Cracking in Concrete, SP-20, R. E. Philleo, ed., American Concrete Institute, Farmington Hills, MI, 1968, pp. 87-117. doi: 10.14359/17348
22. Martin, H.; Schießl, P.; and Schwarzkopf, M., “Ableitung eines allgemeingültigen Berechnungsverfahrens für Rissbreiten aus Lastbeanspruchung auf der Grundlage von theoretischen Erkenntnissen und Versuchsergebnissen,” Forschung Straßenbau und Straßenverkehrstechnik, V. 309, 1980, pp. 33-66. (in German)
23. Oh, B. H., and Kang, Y.-J., “New Formulas for Maximum Crack Width and Crack Spacing in Reinforced Concrete Flexural Members,” ACI Structural Journal, V. 84, No. 2, Mar.-Apr. 1987, pp. 103-112. doi: 10.14359/278710.14359/2787 ↗
24. EN 1992-1-1:2004, “Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings,” European Committee for Standardization, Brussels, Belgium, 2004, 225 pp.
25. Borosnyoi-Crawley, D., “Crack Width in NZS 3101:2006 New Zealand Concrete Standard – Model Calibration and Sensitivity Analysis,” BCR Consulting Ltd., 2023, 93 pp. doi: 10.2139/ssrn.454757210.2139/ssrn.4547572 ↗
26. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95),” American Concrete Institute, Farmington Hills, MI, 1995, 370 pp.
27. ACI Committee 224, “Control of Cracking in Concrete Structures (ACI 224R-01) (Reapproved 2008),” American Concrete Institute, Farmington Hills, 2001, 46 pp.
28. ACI Committee 355, “Qualification of Post-Installed Mechanical Anchors in Concrete (ACI 355.2-19) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2019, 92 pp.
29. Watkins, D. A., and Hutchinson, T. C., “Seismic Behavior of Anchored Nonstructural Components Considering the Influence of Cyclic Cracks: Experimental Program,” Structural Systems Research Project, Report No. SSRP-2010/07, Final Report, Department of Structural Engineering, University of California San Diego, La Jolla, CA, Dec. 30, 2011, 469 pp.
30. Mahrenholtz, P.; Hutchinson, T. C.; and Eligehausen, R., “Shake Table Tests on Anchors Connecting Suspended Components to Cyclically Cracked Concrete,” Structural Systems Research Project, Report No. SSRP-12/01, Final Report, Department of Structural Engineering, University of California San Diego, La Jolla, CA, July 31, 2012, 344 pp.
31. Mahrenholtz, P.; Hutchinson, T. C.; and Eligehausen, R., “Performance of Suspended Nonstructural Components and Their Anchorage during Shake Table Tests,” Earthquake Spectra, V. 32, No. 3, 2016, pp. 1325-1343. doi: 10.1193/031115EQS040M10.1193/031115EQS040M ↗
32. Mahrenholtz, P., and Eligehausen, R., “Anchor Displacement Behavior during Simultaneous Load and Crack Cycling,” ACI Materials Journal, V. 113, No. 5, Sept.-Oct. 2016, pp. 645-652. doi: 10.14359/5168910910.14359/51689109 ↗
33. McLeod, C. H., “Model Uncertainty in the Prediction of Crack Widths in Reinforced Concrete Structures and Reliability Implications,” PhD thesis, Stellenbosch University, Stellenbosch, South Africa, Apr. 2019, 212 pp.