Shear Capacity of Precast Prestressed Concrete Beam-Column Joint Assembled by Unbonded Tendon
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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 (19)
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1. AIJ, “AIJ Standard for Structural Calculation of Reinforced Concrete Structures,” Architectural Institute of Japan, Tokyo, Japan, 2010, pp. 179-182.
2. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2011, 503 pp.
3. NZS 3101, “Concrete Structures Standard—The Design of Concrete Structures Part 1: The Design of Concrete Structures,” New Zealand Standard, 2006, 15-p. 2.
4. Eurocode 8, “Design of Structures for Earthquake Resistance Part 1: General Rules, Seismic Actions and Rules for Buildings,” European Committee for Standardization, 2004, pp. 112-113.
5. Meinheit, D. F., and Jirsa, J. O., “Shear Strength of Reinforced Concrete Beam-Column Joints,” Report No. 77-1, Department of Civil Engineering, Structures Research Laboratory, University of Texas at Austin, Austin, TX, 1997, pp. 125-133.
6. AIJ, “Guidelines for Structural Design and Construction of Prestressed Concrete Buildings based on Performance Evaluation Concept (Draft),” Architectural Institute of Japan, Tokyo, Japan, 2015, pp. 230-231.
7. Stanton, J.; Stone, W. C.; and Cheok, G. S., “A Hybrid Reinforced Precast Frame for Seismic Regions,” PCI Journal, V. 42, No. 2, 1997, pp. 20-32. doi: 10.15554/pcij.03011997.20.2310.15554/pcij.03011997.20.23 ↗
8. Priestley, M. N., and Tao, J. R., “Seismic Response of Precast Prestressed Concrete Frames with Partially Debonded Tendons,” PCI Journal, V. 38, No. 1, 1993, pp. 58-69. doi: 10.15554/pcij.01011993.58.6910.15554/pcij.01011993.58.69 ↗
9. Nakaki, S. D.; Stanton, J. F.; and Sritharan, S., “An Overview of the PRESSS Five-Story Precast Test Building,” PCI Journal, V. 44, No. 2, 1999, pp. 26-39. doi: 10.15554/pcij.03011999.26.3910.15554/pcij.03011999.26.39 ↗
10. Harajili, M. H., and Kanj, M. Y., “Ultimate Flexural Strength of Concrete Members Prestressed with Unbonded Tendons,” ACI Structural Journal, V. 88, No. 6, Nov.-Dec. 1992, pp. 663-674.10.14359/1258 ↗
11. Muguruma, H.; Watanabe, F.; and Nishiyama, M., “A Study on the Ultimate Flexural Strength of Unbonded PC Members,” Journal of Prestressed Concrete (Japan), V. 26, No. 1, 1984, pp. 10-16. (in Japanese)
12. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318M-05) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2005, 430 pp.
13. Shiohara, H., and Kusuhara, F., “Joint Shear? or Column-to-Beam Strength Ratio? Which is a Key Parameter for Seismic Design of RC Beam-Column Joints—Test Series on Interior Joints,” Proceedings of 15th WCEE, Lisbon, Portugal, Sept. 2012, pp. 1-8.
14. Kitayama, K.; Masuda, T.; Tajima, Y.; and Kishida, S., “Earthquake Resistance Performance of Precast Prestressed Concrete Beam-Column Joints Assembled by Post-Tensioning Steel under Bi-Lateral Load Reversals,” Proceedings of fib 2006 Naples Congress, June 2006, pp. 1-12. (CD-ROM)
15. Adachi, K., and Kishida, S., “Mechanical Property of PCaPC Beam-Column Joints Assembled by Post-Tensioning Tendons Under 3-Directional Forces,” Proceedings of the Japan Concrete Institute, V. 30, No. 3, July 2008, pp. 313-318. (in Japanese)
16. Benitani, N.; Kashiwazaki, T.; and Noguchi, H., “Experimental Study on the Shear Capacity of Prestressed Concrete Beam-Column Joint Panel,” Proceedings of the Japan Concrete Institute, V. 19, No. 2, Dec. 1997, pp. 1179-1184. (in Japanese)
17. Okamoto, H., and Hamahara, M., “An Experiment on the Behavior of Unbonded PC Beam/Reinforced Concrete Column Joint under Earthquake Load,” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, C-2, Structures IV, Aug. 2004, pp. 917-918. (in Japanese)
18. Suzuki, D., and Kishida, S., “Effect of Volume Loss Rate to Sheath Tubes in the Unbonded Precast-Prestressed Concrete Frame Assembled by Post-Tensioning Steel Bars,” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, C-2, Structures IV, Sept. 2014, pp. 743-744. (in Japanese)
19. Kitayama, K., “Story Shear Forces at Shear Failure in Precast Prestressed Concrete Interior Beam-Column Joints Assembled by Post-Tensioning Steel,” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, C-2, Structures IV, Aug. 2004, pp. 915-916. (in Japanese)