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ACI-ASCE Committee 326 (1962). "Shear and Diagonal Tension." ACI Journal, Proceedings, 59(2), 277-334. ACI Committee 224 (2001). Control of Cracking in Concrete Structures (ACI 224R-01), American Concrete Institute, Farmington Hill, Mich. ACI Committee 318 (1999). Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (ACI 318R-99), American Concrete Institute, Farmington Hills, Mich. ACI Committee 318 (2002). Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02), American Concrete Institute, Farmington Hills, Mich. ACI Committee 318 (2014). Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary American Concrete Institute, Farmington Hills, Mich. ACI Committee 363 (2010). 363R-10: Report on High-Strength Concrete (ACI 363R-10), American Concrete Institute, Farmington Hill, Mich. ACI Committee 374 (2005). Acceptance Criteria for Moment Frames Based on Structural Testing and commentary (ACI 374.1-05), American Concrete Institute, Farmington Hills, Mich. ACI Innovation Task Group 4 (2007). Specification for High-Strength Concrete in Moderate to High Seismic Applications (ACI ITG-4.3R-07), American Concrete Institute Farmington Hills, Mich. ACI Innovation Task Group 6 (2010). Design Guide for the Use of ASTM A1035/A1035M Grade 100 (690) Steel Bars for Structural Concrete, American Concrete Institute, Farmington Hills, Michigan. AIJ (1990). Design Guidelines for Earthquake Resistant Reinforced Concrete Building Based on Ultimate Strength Concept Architectural Institute of Japan, Japan. Akihiko, N., Kuramoto, H., and Koichi, M. "Shear Strength and Behavior of Reinforced Concrete Columns Using High-Strength Concrete of σB = 1200 kgf/cm2, (Part 1 & Part 2)." Proc., Proceeding of Architectural Institute of Japan, 53-56. Aoyama, H. (2001). Design of Modern Highrise Reinforced Concrete Structures, Imperial College Press, London, UK. ASCE-ACI Task Committee 426 (1973). "The Shear Strength of Reinforced Concrete Members." Journal of the Structural Division, Proceedings of the American Society of Civil Engineers, 99(ST6), 1091-1187. ASCE-ACI Task Committee 426 (1977). "Suggested Revisions to Shear Provisions for Building Codes." ACI Journal, American Concrete Institute., 99(ST6), 458-469. ASCE/SEI 41-06 (2007). Seismic Rehabilitation of Existing Buildings American Society of Civil Engineers, Reston,Va. Ascheim, M., and Moehle, J. P. (1992). Shear Strength and Deformability of RC Bridge Columns Subjected to Inelastic Displacements, University of California, Berkeley,Calif. ASTM A615/A615M-09b (2009). Standard Specification for Deformed and Plain Bars for Concrete Reinforcement, ASTM International, West Conshohocken, Pa. ASTM A706 (1974). Standard Specification for Low-Allow Deformed and Plain Bars for Concrete Reinforcement, ASTM International, West Conshohocken, Pa. ASTM A706/A706M-09b (2009). Standard Specification for Low-Allow Deformed and Plain Bars for Concrete Reinforcement, ASTM International, West Conshohocken, Pa. ASTM A1035/A1035M (2014). Standard Specification for Deformed and Plain, Low-Carbon,Chromium, Steel Bars for Concrete Reinforcement, ASTM International, West Conshohocken, Pa. Australian/New Zealand Standard (2001). Steel Reinforcing Materials, Joint Standards Australia/Standards New Zealand and Sydney,Australia. Budek, A. M., Priestley, M. J. N., and Lee, C. O. (2002). "Seismic Design of Columns with High-Strength Wire and Strand as Spiral Reinforcement." ACI Structural Journal, 99(5), 660-670. Caldarone, M. A. (2008). High-Strength Concrete - A Practical Guide, Taylor & Francis, New York, USA. California Department of Transportation (Caltrans) (1995). Memo to Designers, California. CEN European Committe for Strandardization (2004). Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings, CEN European Committe for Strandardization, Brussels,Switzerland. Chen, J.-C., Lin, T.-H., Chen, P.-C., Lin, K.-C., and Tsai, K.-C. "Advanced Seismic Testing Using The Multi-Axial Testing System (MATS) In NCREE " Proc., The Third International Conference on Advances in Experimental Structural Engineering. Concrete Committee of Japan Society of Civil Engineers (2007). Standard Specifications for Concrete Structures "Design", Japan Society of Civil Engineers, Tokyo,Japan. CSA Committee A23.3 (2004). Design of Concrete Structures (CSA A23.3-04), Canadian Standard Association, Mississauga, Canada,. Dimas Pramudya Kurniawan (2011). "Shear Behavior of Reinforced Concrete Column With High-Strength Steel and Concrete Under Low Axial Load Ratio." Master Thesis, National Taiwan University of Science And Technology, Taipei,Taiwan. Johnson, M. K., and Ramirez, J. A. (1989). "Minimum Shear Reinforcement in Beams with Higher Strength Concrete." ACI Structural Journal, 86(4), 376-382. Kowalsky, M. J., and Priestley, M. J. N. (2000). "Improved Analytical Model for Shear Strength of Circular Reinforced Concrete Columns in Seismic Regions." ACI Structural Journal, 97(3), 388-396. Kuramoto, H., and Minami, K. "Experiments on The Shear Strength of Ultra-High Strength Reinforced Concrete Columns." Proc., The Tenth World Conference on Earthquake Engineering, 3001-3006. Lee, H.-J. "Development of High-Strength Reinforcing Bars." Proc., Presentation for Taiwan Concrete Institute and Tung Ho Steel Enterprise Corporation. Lee, J.-Y., Choi, I.-J., and Kim, S.-W. (2011). "Shear Behavior of Reinforced Concrete Beams with High-Strength Stirrups." ACI Structural Journal, 108(5), 620-629. Lee, J.-Y., Lee, D. H., Lee, J.-E., and Choi, S.-H. (2015). "Shear Behavior and Diagonal Crack Width for Reinforced Concrete Beams with High-Strength Shear Reinforcement." ACI Structural Journal, 112(3), 323-334. Maruta, M. "Shear Capacity of Reinforced Concrete Column Using High Strength Concrete." Proc., The Eighth International Symposium on Utilization of High-Strength and High-Performance Concrete. Miyajima, M. "The Japanese Experience in Design and Application of Seismic Grade Rebar." Proc., International Seminar on Production and Application of HIgh Strength Seismic Grade Rebar Containing Vanadium. Munikrishna, A., Hosny, A., Rizkalla, S., and Zia, P. (2011). "Behavior of Concrete Beams Reinforced with ASTM A1035 Grade 100 Stirrups under Shear." ACI Structural Journal, 108(1), 34-41. NEHRP Consultants Joint Venture (2014). Use of High-Strength Reinforcement in Earthquake-Resistant Concrete Structures, National Institute of Standards and Technology. Nishiyama, M. (2009). "Mechanical Properties of Concrete and Reinforcement State-of-the-art report on HSC and HSS in Japan." Journal of Advanced Concrete Technology, 7(2), 157-182. Ou, Y.-C., Alrasyid, H., Haber, Z. B., and Lee, H.-J. (2015). "Cyclic Behavior of Precast High-Strength Reinforced Concrete Columns." ACI Structural Journal, (Accepted). Ou, Y.-C., and Kurniawan, D. P. (2015a). "Shear Behavior of Reinforced Concrete Columns With High-Strength Steel and Concrete." ACI Structural Journal, 112(1), 35-45. Ou, Y.-C., and Kurniawan, D. P. (2015b). "Effect of Axial Compression on Shear Behavior of High-Strength Reinforced Concrete Columns." ACI Structural Journal, 112(2), 209-220. Ozcebe, G., Ersoy, U., and Tankut, T. (1999). "Evaluation of Minimum Shear Reinforcement Requirements for Higher Strength Concrete." ACI Structural Journal, 96(3), 361-369. Paulay, T., and Priestley, M. J. N. (1992). Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley and Sons Inc, New York. Priestley, M. J. N., Verma, R., and Xiao, Y. (1994). "Sesimic Shear Strength of Reinforced Concrete Columns." ASCE Journal of Structural Engineering, 120(8), 2310-2329. Roller, J. J., and Russell, H. G. (1990). "Shear Strength of High-strength Concrete Beams with Web Reinforcement." ACI Structural Journal, 87(2), 191-198. Sakaguchi, N., Yamanobe, K., Kitada, Y., Kawachi, T., and Koda, S. "Shear Strength of High-Strength Concrete Members." Proc., SP-121: Second International Symposium on High-Strength Concrete, 155-178. SEAOC (1973). "Recommended Lateral Force Requirements and Commentary." Structural Engineers Association of California, San Fransisco, 146. Sezen, H. (2002). "Seismic Behavior and Modeling of Reinforced Concrete Building Columns." PhD Thesis, University of California, Berkeley. Sezen, H., and Moehle, J. P. (2004). "Shear Strength Model for Lightly Reinforced Concrete Columns." ASCE Journal of Structural Engineering, 130(11), 1692-1703. Shinohara, Y., Kubota, T., and Hayashi, S. "Shear Crack Behaviors of Ultra-High-Strength Concrete Columns, (Part 1 & Part 2)." Proc., Summaries of Technical Papers of Annual Meeting, Structures IV, Architectural Institute of Japan, 605-608. Sibata, M., Kanasugi, H., Uwada, M., Ooyama, H., and Yamashita, Y. (1997). "Experimental Study on Shear Behavior of Reinforced Concrete Columns Using High-Strength Shear Reinfrocement of 8000 kgf/cm2 Grade (Part 4)." Summaries of Technical Papers of Annual Meeting, Structures IV, Architectural Institute of Japan, 7-8. Sumpter, M. S., Rizkalla, S. H., and Zia, P. (2009). "Behavior of High-Performance Steel as Shear Reinforcement for Concrete Beams." ACI Structural Journal, 106(2), 171-177. Takaine, Y., Nagai, S., Maruta, M., and Suzuki, N. (2010). "Shear Performance of RC Column Using 200 N/mm2 Concrete." Summaries of Technical Papers of Annual Meeting, Structures IV, Architectural Institute of Japan, 295-296. Takami, S., and Yoshioka, K. "Shear Strength of RC Columns Using High-Strength Concrete." Proc., Summaries of Technical Papers of Annual Meeting, Structures IV, Architectural Institute of Japan, 25-26. TCI New High-Strength Reinforced Concrete Committee (2014). Steel Bars for Concrete Reinforcement -SD550W,SD685,SD685, Taiwan Concrete Institute (TCI), Taipei, Taiwan. Tureyen, A. K., and Frosch, R. J. (1996). "Concrete Shear Strength : Another Perspective." ACI Sructural Journal, 100(5), 609-615. Watanabe, F., and Kabeyasawa, T. "Shear Strength of RC Members with High-Strength Concrete " Proc., SP-176: High-Strength Concrete in Seismic Regions, 379-396. Xiao, Y., and Martirossyan, A. (1998). "Seismic Performance of High-Strength Concrete Columns." ASCE Journal of Structural Engineering, 124(3), 241-251. Xie, Y., Ahmad, S. H., Yu, T., Hino, S., and Chung, W. (1994). "Shear Ductility of Reinforced Concrete Beams of Normal and High-Strength Concrete." ACI Structural Journal, 91(2), 140-149. Yoon, Y.-S., Cook, W. D., and Mitchell, D. (1996). "Minimum Shear Reinforcement in Normal, Medium,and High-Strength Concrete Beams." ACI Structural Journal, 93(5), 576-584. Zheng, W., Kwan, A. K. H., and Lee, P. K. K. (2001). "Direct Tension Test of Concrete." ACI Material Journal, 98(1), 63-71.
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