High-Strength Flexural Reinforcement in Reinforced Concrete Flexural Members under Monotonic Loading
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Response to Dynamic Loads · Structural Load-Bearing Analysis
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References (16)
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1. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary,” American Concrete Institute, Farmington Hills, MI, 519 pp.
2. ACI Innovation Task Group 6, 2010, “Design Guide for the Use of ASTM A1035/A1035M Grade 100 (690) Steel Bars for Structural Concrete (ACI ITG-6R-10),” American Concrete Institute, Farmington Hills, MI, 2010, 90 pp.
3. Aoyama, H., 2001, “Design of Modern High-Rise Reinforced Concrete Structures,” Series of Innovation in Structures and Construction, V. 3, Imperial College, London, UK, 442 pp.10.1142/p204 ↗
4. ASTM A1035/A1035M-11, 2011, “Standard Specification for Deformed and Plain, Low-Carbon, Chromium, Steel Bars for Concrete Reinforcement,” ASTM International, West Conshohocken, PA, 5 pp.
5. ASTM A370, 2012, “Standard Test Methods and Definitions for Mechanical Testing of Steel Products,” ASTM International, West Conshohocken, PA, 48 pp.
6. ASTM A706/A706M, 2009, “Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement,” ASTM International, West Conshohocken, PA, 6 pp.
7. Harries, K. A.; Shahrooz, B. M.; and Soltani, A., 2012, “Flexural Crack Widths in Concrete Girders with High-Strength Reinforcement,” Journal of Bridge Engineering, ASCE, V. 17, No. 5, Sept.-Oct., pp. 804-812. doi: 10.1061/(ASCE)BE.1943-5592.000030610.1061/(ASCE)BE.1943-5592.0000306 ↗
8. Liel, A. B.; Haselton, C. B.; and Deierlein, G. G., 2011, “Seismic Collapse Safety of Reinforced Concrete Buildings. II: Comparative Assessment of Nonductile and Ductile Moment Frames,” Journal of Structural Engineering, ASCE, V. 137, No. 4, Apr., pp. 492-502. doi: 10.1061/(ASCE)ST.1943-541X.000027510.1061/(ASCE)ST.1943-541X.0000275 ↗
9. Lin, C.-H., and Lee, F.-S., 2001, “Ductility of High-Performance Concrete Beams with High-Strength Lateral Reinforcement,” ACI Structural Journal, V. 98, No. 4, July-Aug., pp. 600-608.10.14359/10303 ↗
10. Mast, R. F.; Dawood, M.; Rizkalla, S. H.; and Zia, P., 2008, “Flexural Strength Design of Concrete Beams Reinforced with High Strength Steel Bars,” ACI Structural Journal, V. 105, No. 5, Sept.-Oct., pp. 570-577.10.14359/19940 ↗
11. Priestley, M. J. N.; Seible, F.; and Calvi, G. M., 1996, Seismic Design and Retrofit of Bridges, John Wiley & Sons, Inc., New York, 686 pp.10.1002/9780470172858 ↗
12. Rashid, M. A., and Mansur, M. A., 2005, “Reinforced High-Strength Concrete Beams in Flexure,” ACI Structural Journal, V. 102, No. 3, May-June, pp. 462-471.10.14359/14418 ↗
13. Shahrooz, B. M.; Miller, R. A.; Harries, K. A.; and Russell, H. G., 2011, “Design of Concrete Structures Using High-Strength Steel Reinforcement,” NCHRP Report 679, Transportation Research Board, Washington DC, 72 pp.
14. Shahrooz, B. M.; Reis, J. M.; Wells, E. L.; Miller, R. A.; Harries, K. A.; and Russell, H. G., 2014, “Flexural Members with High-Strength Reinforcement: Behavior and Code Implications,” Journal of Bridge Engineering, ASCE, V. 19, No. 5, May, 7 pp.10.1061/(ASCE)BE.1943-5592.0000571 ↗
15. Sumpter, M. S.; Rizkalla, S. H.; and Zia, P., 2009, “Behavior of High-Performance Steel as Shear Reinforcement for Concrete Beams,” ACI Structural Journal, ASCE, V. 106, No. 2, Mar.-Apr., pp. 171-177.10.14359/56355 ↗
16. Wang, S.-C.; Lee, H.-J.; and Hwang, S.-J., 2009, “Mechanical Properties, Splice, and Anchorage of New High-Strength Reinforcing Bars,” Paper No. A-02, TCI 2009 Concrete Technology Conference, 10 pp. (in Chinese).