Shear Strength of Cylindrical Reinforced Concrete and Prestressed Concrete Walls under Cyclic Lateral Loading
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Abstract
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Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Structural Engineering and Vibration Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (24)
Show source-provided references
1. Acharya, S., and Menon, D., 2003, “Prediction of Radial Stresses Due to Prestressing in PSC Shells,” Nuclear Engineering and Design, V. 225, No. 1, pp. 109-125. doi: 10.1016/S0029-5493(03)00135-310.1016/S0029-5493(03)00135-3 ↗
2. ACI Committee 349, “Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2013, 196 pp.
3. Aoyagi, Y.; Ohmori, S.; and Yamada, K., 1981, “Strength and Deformational Characteristics of Orthogonally Reinforced Concrete Containment Models Subjected to Lateral Forces,” Structural Mechanics in Reactor Technology, V. J(a), 325 pp.
4. Baek, J. W.; Yang, H. K.; and Park, H. G., 2020, “Loading Rate Effect on Reinforced Concrete Walls with Low Aspect Ratios under High-Frequency Earthquake,” ACI Structural Journal, V. 117, No. 6, Nov., pp. 105-118.10.14359/51728059 ↗
5. Basu, P. C.; Gupchup, V. N.; and Bishnoi, L. R. 2001, “Containment Dome Delamination,” Conference Proceeding, SMiRT 16, Washington, DC.
6. Cervenka, V.; Cervenka, J.; and Pukl, R., 2002, “ATENA—A Tool for Engineering Analysis of Fracture in Concrete,” Sadhana, V. 27, No. 4, pp. 485-492. doi: 10.1007/BF0270699610.1007/BF02706996 ↗
7. Cervenka, V.; Jendele, L.; and Cervenka, J., 2007, “ATENA Program Documentation Part 1: Theory,” Cervenka Cunsulting, Prague, Czech Republic.
8. Chen, W. F., and Saleeb, A. F., 2013, “Constitutive Equations for Engineering Materials: Elasticity and Modeling,” Elsevier, Amsterdam, the Netherlands, 1129 pp.
9. Choi, J., 2018, “Investigating Delamination Behavior of Curved Post-Tensioned Concrete Structures,” doctoral dissertation.
10. Choi, J.; Woods, C. R.; Hrynyk, T. D.; and Bayrak, O., 2017, “Behavior of Curved Post-Tensioned Concrete Structures without Through-Thickness Reinforcement,” ACI Structural Journal, V. 114, No. 4, July-Aug., p. 983 doi: 10.14359/5168978310.14359/51689783 ↗
11. EPRI, 2018, “Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments,” Electric Power Research Institute, Palo Alto, CA, 732 pp.
12. Florida Power and Light Company, 1970, “Containment Dome Report: Turkey Point Unit 3,” Docket No. 50-250, Florida Power and Light Company, Miami, FL, Dec.
13. Florida Power and Light Company, 1976, “Reactor Building Dome Delamination Report: Crystal River Unit 3,” Docket No. 50-302, Florida Power and Light Company, Miami, FL.
14. Hlralshi, H.; Nakata, S.; Kltagawa, Y.; and Kaminosono, T., 1984, “Static Tests on Shear Walls and Beam-Column Assemblies and Study on Correlation between Shaking Table Tests and Pseudo-Dynamic Tests,” Special Publication, V. 84, Oct., pp. 11-48.
15. Joint ACI-ASME Committee 359, “Code for Concrete Containments (ACI 359-15),” Part of ASME Boiler and Pressure Vessel Code, Section III, American Concrete Institute, Farmington Hills, MI, 2015.
16. Katoh, M.; Tamura, S.; Watanabe, Y.; Takeda, T.; and Yamaguchi, T., 1987, “Dynamic and Static Loading Tests Using 1/30 Scale Model of PCCV,” Puresutoresuto Konkurito, V. 28, pp. 74-92.
17. Kollegger, J., 1988, “Experimentelle und Analytische Untersuchungen zur Aufstellung eines Materialmodels für Gerissene Stahbetonscheiben,” Nr. 6 Forschungsbericht, Massivbau, Gesamthochschule Kassel
18. Lee, N. H., and Song, K. B., 1999, “Seismic Capability Evaluation of the Prestressed/Reinforced Concrete Containment, Yonggwang Nuclear Power Plant Units 5 and 6,” Nuclear Engineering and Design, V. 192, No. 2-3, pp. 189-203. doi: 10.1016/S0029-5493(99)00108-910.1016/S0029-5493(99)00108-9 ↗
19. Nuclear Regulatory Commission, “Public Meeting Summary – Special Inspection Results Crystal River Nuclear Power Plant,” 2010.
20. Ogaki, Y.; Kobayaski, M.; Takeda, T.; Yamaguchi, T.; Yoshizaki, S.; and Sugano, S., “Shear Strength Tests of Prestressed Concrete Containment Vessels,” Structural Mechanics in Reactor Technology, V. J(a), 1981.
21. Uchida, T.; Ohmori, N.; Takahashi, T.; Watanabe, S.; Abe, H.; and Aoyagi, Y., “Behavior of Reinforced Concrete Containment Models under the Combined Action of Internal Pressure and Lateral Force,” 1979.
22. Vecchio, F. J., and Collins, M. P., 1993, “Compression Response of Cracked Reinforced Concrete,” Journal of Structural Engineering, ASCE, V. 119, No. 12, pp. 3590-3610. doi: 10.1061/(ASCE)0733-9445(1993)119:12(3590)10.1061/(ASCE)0733-9445(1993)119:12(3590) ↗
23. Wu, C. L.; Hsu, T. T.; Chang, C. Y.; Lu, H. J.; Yang, H. C.; Chang, C. C.; Chen, Y. C.; and Yang, Y. S., “Reversed Cyclic Tests of 1/13 Scale Cylindrical Concrete Containment Structures,” Concrete Structures in Earthquake, Springer, Singapore, 2019, pp. 131-149.10.1007/978-981-13-3278-4_9 ↗
24. Zheng, W.; Kwan, A. K. H.; and Lee, P. K. K., 2001, “Direct Tension Test of Concrete,” Materials Journal, V. 98, No. 1, pp. 63-71.10.14359/10162 ↗