Effectiveness of High-Strength Hoops in High-Strength Flexural Members
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Seismic Performance and Analysis
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References (14)
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1. ACI Committee 318, 2005, “Building Code Requirements for Structural Concrete and Commentary (ACI 318-05),” American Concrete Institute, Farmington Hills, MI, 430 pp.
2. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary,” American Concrete Institute, Farmington Hills, MI, 519 pp.
3. Aoyama, H., 2001, “Design of Modern High-Rise Reinforced Concrete Structures,” Series of Innovation in Structures and Construction, Imperial College Press, London, UK, V. 3, 460 pp.10.1142/p204 ↗
4. ASTM A370, 2012, “Standard Test Method and Definitions for Mechanical Testing of Steel Products,” ASTM International, West Conshohocken, PA, 48 pp.
5. Brown, R. H., and Jirsa, J. O., 1971, “Reinforced Concrete Beams under Load Reversals,” ACI Journal Proceedings, V. 68, No. 5, May, pp. 380-390.10.14359/11338 ↗
6. Cheng, M.-Y., and Giduquio, M. B., 2014, “Cyclic Behavior of Reinforced Concrete Flexural Members Using High-Strength Flexural Reinforcement,” ACI Structural Journal, V. 111, No. 4, Jul.-Aug., pp. 893-902.10.14359/51686632 ↗
7. Falkner, H.; Gerritzen, D.; Jungwirth, D.; and Sparowitz, L., 2008, “The New Reinforcement System; Compression Members with SAS 670 High-Strength Reinforcement Steel—Part I: Development, Testing, Design and Construction,” Beton- und Stahlbetonbau, Ernst & Sohn, Berlin, Germany, 31 pp.
8. Giduquio, M. B.; Cheng, M.-Y.; and Wibowo, L. S. B., 2015, “High-Strength Flexural Reinforcement in Reinforced Concrete Flexural Members under Monotonic Loading,” ACI Structural Journal, V. 112, No. 6, Nov.-Dec., pp. 793-804.10.14359/51688057 ↗
9. Lee, J.-Y.; Choi, I.-J.; and Kim, S.-W., 2011, “Shear Behavior of Reinforced Concrete Beams with High-Strength Stirrups,” ACI Structural Journal, V. 108, No. 5, Sep.-Oct., pp. 620-629.10.14359/51683219 ↗
10. NIST GCR 14-917-30, 2014, “Use of High-Strength Reinforcement in Earthquake-Resistant Concrete Structures,” NEHRP Consultant Joint Venture, Redwood City, CA, 231 pp.
11. Rautenberg, J. M., 2011, “Drift Capacity of Concrete Columns Reinforced with High-Strength Steel,” PhD dissertation, Purdue University, West Lafayette, IN, May, 263 pp.
12. Scribner, C. F., and Wight, J. K., 1980, “Strength Decay in R/C Beams Under Load Reversals,” Journal of the Structural Division, ASCE, V. ST4, April, pp. 861-876.10.1061/JSDEAG.0005402 ↗
13. Sumpter, M. S.; Rizkalla, S. H.; and Zia, P., 2009, “Behavior of High-Performance Steel as Shear Reinforcement for Concrete Beams,” ACI Structural Journal, V. 106, No. 2, Mar.-Apr., pp. 171-177.10.14359/56355 ↗
14. Tavallali, H.; Lepage, A.; Rautenberg, J. M.; and Pujol, S., 2014, “Concrete Beams Reinforced with High-Strength Steel Subjected to Displacement Reversals,” ACI Structural Journal, V. 111, No. 5, Sep.-Oct., pp. 1037-1048.10.14359/51686967 ↗