Assessment of Use of Steel Bars with Unintended High Strength in Tied Columns
Source abstract
Abstract
The American Concrete Institute (ACI) is a leading authority and resource worldwide for the development and distribution of consensus-based standards, technical resources, educational programs, certification programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Fire effects on concrete materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (25)
Show source-provided references
1. ASTM A615/A615M-05a, “Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement,” ASTM International, West Conshohocken, PA, 2005.
2. BS 4449:1997, “Specification for Carbon Steel Bars for Reinforcement of Concrete,” British Standards Institution, London, UK, 1997.
3. ACI Committee 318, “Building Code Requirements for Reinforced Concrete (ACI 318-08) and Commentary (ACI 318R-08),” American Concrete Institute, Farmington Hills, MI, 2008, 473 pp.
4. Rafi, M. M.; Lodi, S. H.; and Nizam, A., “Chemical and Mechanical Properties of Steel Rebars Manufactured in Pakistan and Their Design Implications,” Journal of Materials in Civil Engineering, ASCE, V. 26, No. 2, 2014, pp. 338-348. doi: 10.1061/(ASCE)MT.1943-5533.000081210.1061/(ASCE)MT.1943-5533.0000812 ↗
5. Ravindra, M. K., and Galambos, T. V., “Load and Resistance Factor Design for Steel,” Journal of the Structural Division, ASCE, V. 104, No. 9, Sept. 1978, pp. 1337-1353.10.1061/JSDEAG.0004981 ↗
6. Ellingwood, B.; Galambos, T. V.; MacGregor, J. G.; and Cornell, C. A., “Development of a Probability Based Load Criterion for American National Standard A58: Building Code Requirements for Minimum Design Loads in Buildings and Other Structures,” NBS Special Publication 577, National Bureau of Standards, Washington, DC, 1980, 222 pp.
7. Nowak, A. S., and Collins, K. R., Reliability of Structures, CRC Press, Boca Raton, FL, 2013, 407 pp.
8. Iatsko, O., and Nowak, A. S., “Load and Resistance Factors for Concrete Bridges and Buildings,” Dennis Mertz Symposium on Design and Evaluation of Concrete Bridges, SP-340, A. S. Nowak and H. Nassif, eds., American Concrete Institute, Farmington Hills, MI, 2020, pp. 19-31.
9. Grant, L. H.; Mirza, S. A.; and MacGregor, J. G., “Monte Carlo Study of Strength of Concrete Columns,” ACI Journal Proceedings, V. 75, No. 8, Aug. 1978, pp. 348-358.10.14359/10948 ↗
10. Cardoso, J. B.; de Almeida, J. R.; Dias, J. M.; and Coelho, P. G., “Structural Reliability Analysis Using Monte Carlo Simulation and Neural Networks,” Advances in Engineering Software, V. 39, No. 6, 2008, pp. 505-513. doi: 10.1016/j.advengsoft.2007.03.01510.1016/j.advengsoft.2007.03.015 ↗
11. Kankam, C. K., “Bond Strength of Reinforcing Steel Bars Milled from Scrap Metals,” Materials & Design, V. 25, No. 3, 2004, pp. 231-238. doi: 10.1016/j.matdes.2003.09.01110.1016/j.matdes.2003.09.011 ↗
12. Kankam, C., and Adom-Asamoah, M., “Strength and Ductility Characteristics of Reinforcing Steel Bars Milled from Scrap Metals,” Materials&Design, V. 23, No. 6, 2002, pp. 537-545. doi: 10.1016/S0261-3069(02)00028-610.1016/S0261-3069(02)00028-6 ↗
13. Szerszen, M. M.; Szwed, A.; and Nowak, A. S., “Reliability Analysis for Eccentrically Loaded Columns,” ACI Structural Journal, V. 102, No. 5, Sept.-Oct. 2005, pp. 676-688.10.14359/14663 ↗
14. ACI Committee 318, “Building Code Requirements for Reinforced Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.
15. Bae, S., and Bayrak, O., “Stress Block Parameters for High-Strength Concrete Members,” ACI Structural Journal, V. 100, No. 5, Sept.-Oct. 2003, pp. 626-636.10.14359/12804 ↗
16. Szerszen, M. M., and Nowak, A. S., “Calibration of Design Code for Buildings (ACI 318): Part 2—Reliability Analysis and Resistance Factors,” ACI Structural Journal, V. 100, No. 3, May-June 2003, pp. 383-391.10.14359/12614 ↗
17. Zhang, T., “Partial Material Strength Reduction Factors for ACI 318,” master’s thesis, The University of Western Ontario, London, ON, Canada, 2017.
18. Sutrisno, W.; Piscesa, B.; and Irmawan, M., “Strength Reduction Factor of Square Reinforced Concrete Column Using Monte Carlo Simulation,” Journal of Civil Engineering, V. 35, No. 2, 2020, pp. 50-56. doi: 10.12962/j20861206.v35i2.865710.12962/j20861206.v35i2.8657 ↗
19. Israel, M.; Ellingwood, B.; and Corotis, R., “Reliability-Based Code Formulations for Reinforced Concrete Buildings,” Journal of Structural Engineering, ASCE, V. 113, No. 10, 1987, pp. 2235-2252. doi: 10.1061/(ASCE)0733-9445(1987)113:10(2235)10.1061/(ASCE)0733-9445(1987)113:10(2235) ↗
20. Benjamin, J. R., and Cornell, C. A., Probabilidad y Estadística en Ingeniería Civil, McGraw Hill, México City, Mexico, 1981.
21. Ang., A., and Tang, W. H., Probability Concepts in Engineering Planning and Design. Vol. II, John Wiley & Sons, Inc., New York, 1984.
22. Hong, H. P., “Risk Analysis and Decision Making in Engineering (CEE 4458A),” The University of Western Ontario, London, ON, Canada, 2015.
23. Marinilli, A., “Simplified Stochastic Analysis of Reinforced Concrete Frames under Seismic Loads,” 14th World Conference on Earthquake Engineering (14WCEE), Beijing, China, Oct. 12-17, 2008.
24. Lutomirski, T. A.; Nowak, A. S.; and Lutomirska, M., “Strength Reduction Factor for Circular Reinforced Concrete Columns,” ACI Structural Journal, V. 119, No. 4, July 2022, pp. 303-310. doi: 10.14359/5173465310.14359/51734653 ↗
25. Baji, H., “Calibration of the FRP Resistance Reduction Factor for FRP-Confined Reinforced Concrete Building Columns,” Journal of Composites for Construction, ASCE, V. 21, No. 3, 2017, p. 04016107. doi: 10.1061/(ASCE)CC.1943-5614.000076910.1061/(ASCE)CC.1943-5614.0000769 ↗