Strength and Behavior of Reinforced Concrete Squat Shear Walls with Openings under Cyclic Loading
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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 (28)
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1. Sotomura, K.; Murazumi, Y.; Yoshizaki, S.; and Korenaga, T., “Ultimate Shear Strength of Shear Wall in Nuclear Power Plant,” International Association for Structural Mechanics in Reactor Technology (ISMiRT), Brussels, Belgium, 1985, pp. 145-150.
2. Lin, C. V., and Kuo, C. L., “Behavior of Shear Walls with Opening,” Proceedings, Ninth World Conference on Earthquake Engineering, V. 4, Tokyo-Kyoto, Japan, 1988, pp. 535-540.
3. Ali, A., and Wight, J. K., “RC Structural Walls with Staggered Door Openings,” Journal of Structural Engineering, ASCE, V. 117, No. 5, 1991, pp. 1514-1531. doi: 10.1061/(ASCE)0733-9445(1991)117:5(1514)10.1061/(ASCE)0733-9445(1991)117:5(1514) ↗
4. Yanez, F. V.; Park, R.; and Paulay, T., “Seismic Behavior of Walls with Irregular Openings,” Proceedings, Earthquake Engineering—Tenth World Conference, Rotterdam, the Netherlands, 1992, pp. 3303-3308.
5. Marius, M., “Seismic Behavior of Reinforced Concrete Shear Walls with Regular and Staggered Openings after the Strong Earthquakes between 2009 and 2011,” Engineering Failure Analysis, V. 34, Dec. 2013, pp. 537-565. doi: 10.1016/j.engfailanal.2013.05.01410.1016/j.engfailanal.2013.05.014 ↗
6. Zhang, H.; Liu, X.; and Yi, W., “Experimental Investigation on Stress Redistribution and Load-Transfer Paths of Shear Walls with Openings,” Journal of Structural Engineering, ASCE, V. 144, No. 9, 2018, pp. 1-16. doi: 10.1061/(ASCE)ST.1943-541X.000211010.1061/(ASCE)ST.1943-541X.0002110 ↗
7. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14),” American Concrete Institute, Farmington Hills, MI, 2014, 520 pp.
8. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.
9. ASCE/SEI 43-05, “Seismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities,” American Society of Civil Engineers, Reston, VA, 2005.
10. IS 456:2000, “Plain and Reinforced Concrete—Code of Practice,” Bureau of Indian Standards, New Delhi, India, 2000.
11. Mexico City Building Code, “Normas Tecnicas Complementarias para Diseno y Construcción de Estructuras de Concreto (MCBC-04),” Distrito Federal (DF): Gaceta Oficial del Distrito Federal, MCBC, 2004. (in Spanish)
12. Eurocode 8, “Design of Structures in Seismic Regions (EC 08-04),” European Committee for Standardization, Brussels, Belgium, 2004.
13. AIJ-99, “Structural Design Guidelines for Reinforced Concrete Buildings,” Architectural Institute of Japan, Tokyo, Japan, 1999.
14. AS 3600-2009, “Concrete Structures,” Standards Australia, Sydney, Australia, 2009.
15. NZS 3101.1-06, “Concrete Structures Standard,” Standards New Zealand, Wellington, New Zealand, 2006.
16. Barda, F.; Hanson, J. M.; and Corley, W. G., “Shear Strength of Low-Rise Walls with Boundary Elements,” Reinforced Concrete Structures in Seismic Zones, SP-53, American Concrete Institute, Farmington Hills, MI, 1977, pp. 149-202.
17. Wood, S. L., “Shear Strength of Low-Rise Reinforced Concrete Walls,” ACI Structural Journal, V. 87, No. 1, Jan.-Feb. 1990, pp. 99-107.10.14359/2951 ↗
18. Hernandez, O., and Zermeno, M. E., “Strength and Behavior of Structural Walls with Shear Failure,” Proceedings, Seventh World Conference on Earthquake Engineering, V. 4, Turkey, 1980, p. 121.
19. Sánchez-Alejandre, A., and Alcocer, S. M., “Shear Strength of Squat Reinforced Concrete Walls Subjected to Earthquake Loading—Trends and Models,” Engineering Structures, V. 32, No. 8, 2010, pp. 2466-2476. doi: 10.1016/j.engstruct.2010.04.02210.1016/j.engstruct.2010.04.022 ↗
20. Gulec, C. K.; Andrew, S. W.; and Bozidar, S., “Peak Shear Strength of Squat Reinforced Concrete Walls with Boundary Barbells or Flanges,” ACI Structural Journal, V. 106, No. 3, May-June 2009, pp. 368-377.10.14359/56501 ↗
21. Kassem, W., and Elsheikh, A., “Estimation of Shear Strength of Structural Shear Walls,” Journal of Structural Engineering, ASCE, V. 136, No. 10, 2010, pp. 1215-1224. doi: 10.1061/(ASCE)ST.1943-541X.000021810.1061/(ASCE)ST.1943-541X.0000218 ↗
22. Luna, B. N., and Whittaker, A. S., “Peak Strength of Shear-Critical Reinforced Concrete Walls,” ACI Structural Journal, V. 116, No. 2, Mar. 2019, pp. 257-266. doi: 10.14359/5171228010.14359/51712280 ↗
23. IS 13920:2016, “Ductile Design and Detailing of Reinforced Concrete Structures Subjected to Seismic Forces—Code of Practice,” Bureau of Indian Standards, New Delhi, India, 2016.
24. Kuang, J. S., and Ho, Y. B., “Seismic Behavior and Ductility of Squat Reinforced Concrete Shear Walls with Nonseismic Detailing,” ACI Structural Journal, V. 105, No. 2, Mar.-Apr. 2008, pp. 225-231.10.14359/19738 ↗
25. Bing, L.; Kai, Q.; and Hui, W., “Flange Effects on Seismic Performance of Reinforced Concrete Squat Walls with Irregular or Regular Openings,” Engineering Structures, V. 110, Mar. 2016, pp. 127-144.10.1016/j.engstruct.2015.11.051 ↗
26. Lefas, L. D.; Kotsovos, M. D.; and Ambraseys, N. N., “Behavior of Reinforced Concrete Structural Walls: Strength, Deformation Characteristics, and Failure Mechanism,” ACI Structural Journal, V. 87, No. 1, Jan.-Feb. 1990, pp. 23-31.10.14359/2911 ↗
27. ASTM E2126-19, “Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings,” ASTM International, West Conshohocken, PA, 2019.
28. Luna, B. N.; Rivera, J. P.; and Whittaker, A. S., “Seismic Behavior of Low-Aspect Ratio Reinforced Concrete Shear Walls,” ACI Structural Journal, V. 112, No. 5, Sept.-Oct. 2015, pp. 593-603. doi: 10.14359/5168770910.14359/51687709 ↗