ACI-Based Design Approach for Reinforced Concrete Panels in Industrial Facilities
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OpenAlex topics: Masonry and Concrete Structural Analysis · Structural Behavior of Reinforced Concrete · Seismic Performance and Analysis
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References (24)
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8. Bhardwaj, S., and Varma, A., 2017, “Design of Modular Steel-Plate Composite Walls for Safety-Related Nuclear Facilities,” Design Guide 32, American Institute of Steel Construction (AISC), Chicago, IL.
9. Blaauwendraad, J., 2010, Plates and FEM: Surprises and Pitfalls, Springer Science and Business Media, Berlin, Germany. doi: 10.1007/978-90-481-3596-710.1007/978-90-481-3596-7 ↗
10. Coronado, C.; Malushte, S. R.; Munshi, J.; and Verma, N., 2009, “A Rational Seismic Design Approach for Reinforced Concrete Walls for Nuclear Power Plants,” Transactions of 20th International Conference on Structural Mechanics in Reactor Technology (SMiRT 20), Espoo, Finland.
11. Dassault Systemes, 2019, Abaqus Support Documentation, Vélizy-Villacoublay, France.
12. 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, 227 pp.
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16. Madera Sierra, C. A., 2020, “A Design Approach for RC Panels (Shells) in Industrial Facilities Based on the ACI Codes,” doctoral dissertation, Purdue University, West Lafayette, IN.
17. Madera Sierra, C. A.; Bhardwaj, S. R.; and Varma, A. H., 2023, “Design of Reinforced Concrete (RC) Wall Panels in Industrial Facilities: Eurocode ‘Sandwich’ Model Approach,” European Journal of Environmental and Civil Engineering, V. 27, No. 9, June, pp. 2922-2949. doi: 10.1080/19648189.2022.209044610.1080/19648189.2022.2090446 ↗
18. Marti, P., and Kong, K., 1987, “Response of Reinforced Concrete Slab Elements To Torsion,” Journal of Structural Engineering, ASCE, V. 113, No. 5, May, pp. 976-993. doi: 10.1061/(ASCE)0733-9445(1987)113:5(976)10.1061/(ASCE)0733-9445(1987)113:5(976) ↗
19. NRC, 2011, “AP1000 Design Control Document (DCD),” Revision 19, U.S. Nuclear Regulatory Commission, Rockville, MD, 192 pp., https://www.nrc.gov/docs/ML1117/ML11171A431.pdf. (last accessed Feb. 24, 2026)
20. Polak, M. A., and Vecchio, F. J., 1994, “Reinforced Concrete Shell Elements subjected to Bending and Membrane Loads,” ACI Structural Journal, V. 91, No. 3, May, pp. 261-268.10.14359/4353 ↗
21. Rahimian, A., 2019, “Biaxial Principal Stress Interaction Diagram for Reinforced Concrete Membrane Elements,” ACI Structural Journal, V. 116, No. 3, May, pp. 119-133. doi: 10.14359/5171447410.14359/51714474 ↗
22. Sener, K. C.; Varma, A. H.; Booth, P. N.; and Fujimoto, R., 2015, “Seismic Behavior of a Containment Internal Structure Consisting of Composite SC Walls,” Nuclear Engineering and Design, V. 295, Dec., pp. 804-816. doi: 10.1016/j.nucengdes.2015.07.03810.1016/j.nucengdes.2015.07.038 ↗
23. Vecchio, F. J., 1982, “The Response of Reinforced Concrete to In-Plane Shear and Normal Stresses,” doctoral dissertation, University of Toronto, Toronto, ON, Canada.
24. Vecchio, F. J., and Collins, M. P., 1986, “The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear,” ACI Structural Journal, V. 83, No. 2, Mar., pp. 219-231.10.14359/10416 ↗