Seismic Effect of Reinforcement around Circular Opening in Reinforced Concrete Beam (Open Source)
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Structural Engineering and Vibration Analysis
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References (15)
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3. Tan, K.-H., and Mansur, M. A., “Design Procedure for Reinforced Concrete Beams with Large Web Openings,” ACI Structural Journal, V. 93, No. 4, July-Aug. 1996, pp. 404-411.10.14359/9699 ↗
4. Tan, K.-H.; Mansur, M. A.; and Wei, W., “Design of Reinforced Concrete Beams with Circular Openings,” ACI Structural Journal, V. 98, No. 3, May-June 2001, pp. 407-415.10.14359/10229 ↗
5. Yang, K.-H., and Ashour, A. F., “Effectiveness of Web Reinforcement around Openings in Continuous Concrete Deep Beams,” ACI Structural Journal, V. 105, No. 4, July-Aug. 2008, pp. 414-424.10.14359/19855 ↗
6. Tseng, C.-C.; Hwang, S.-J.; and Lu, W.-Y., “Shear Strength Prediction of Reinforced Concrete Deep Beams with Web Openings,” ACI Structural Journal, V. 114, No. 6, Nov.-Dec. 2017, pp. 1569-1579. doi: 10.14359/5170095010.14359/51700950 ↗
7. Aykac, B.; Aykac, S.; Kalkan, I.; Dundar, B.; and Can, H., “Flexural Behavior and Strength of Reinforced Concrete Beams with Multiple Transverse Openings,” ACI Structural Journal, V. 111, No. 2, Mar.-Apr. 2014, pp. 267-278.10.14359/51686442 ↗
8. Herrera, L.; Anacleto-Lupianez, S.; and Lemnitzer, A., “Experimental Performance of RC Moment Frame Beams with Rectangular Openings,” Engineering Structures, V. 152, Dec. 2017, pp. 149-167. doi: 10.1016/j.engstruct.2017.08.04310.1016/j.engstruct.2017.08.043 ↗
9. AIJ, “AIJ Standard for Structural Calculation of Reinforced Concrete Structures,” Architectural Institute of Japan, Tokyo, Japan, 2018. (in Japanese)
10. Zheng, J.; Kyunai, Y.; Hara, K.; Sugihara, K.; and Nishimura, K., “Experimental Study on RC Foundation Beam with Openings in Beam End Region, Part 1 Experimental Program, Part 2 Test Results,” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structure IV, 2021, pp. 301-304. (in Japanese)
11. Zheng, J.; Takahashi, N.; and Nishimura, K., “Experimental Study on Influence of Location of Openings in RC Beam on Shear Capacity, Part 1 Experimental Program and Results, Part 2 Effect of Opening at Beam End,” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structure IV, 2022, pp. 253-256. (in Japanese)
12. Shibao, K., and Nishimura, K., “Experimental Study on Structural Performance of RC Beam with Opening and Longitudinal Cut Off Bars,” Journal of Structural and Construction Engineering (Transactions of AIJ), V. 86, No. 785, 2021, pp. 1095-1105. (in Japanese)10.3130/aijs.86.1095 ↗
13. Park, R.; Priestley, M. J. N.; and Gill, W. D., “Ductility of Square-Confined Concrete Columns,” Journal of the Structural Division, ASCE, V. 108, No. 4, Apr. 1982, pp. 929-950. doi: 10.1061/JSDEAG.000593310.1061/JSDEAG.0005933 ↗
14. Nielsen, M. P., Limit Analysis and Concrete Plasticity, second edition, CRC Press, Boca Raton, FL, 1998, 908 pp.
15. Ichinose, T., and Yokoo, S., “Effects of Sparseness of Shear Reinforcement on Shear Strength of R/C Beam,” Journal of Structural and Construction Engineering (Transactions of AIJ), V. 437, July 1992, pp. 97-103. (in Japanese)10.3130/aijsx.437.0_97 ↗