Shear Strength Evaluation of Diagonally Reinforced Concrete Coupling Beams with Steel Fibers
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (34)
Show source-provided references
1. Park, R., and Paulay, T., Reinforced Concrete Structures, John Wiley & Sons, Inc., New York, 1975.10.1002/9780470172834 ↗
2. Paulay, T., and Priestley, M. J. N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc., New York, 1992.10.1002/9780470172841 ↗
3. Paulay, T., and Binney, J. R., “Diagonally Reinforced Coupling Beams of Shear Walls,” Shear in Reinforced Concrete, SP-42, American Concrete Institute, Farmington Hills, MI, Jan. 1974, pp. 579-598.
4. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.
5. Barney, G. B.; Shiu, K. N.; Rabbat, B. G.; Fiorato, A. E.; Russell, H. G.; and Corley, W. G., “Behavior of Coupling Beams Under Load Reversals,” Research and Development Bulletin RD 068, Portland Cement Association, Skokie, IL, 1980, 22 pp.
6. Tassios, T. P.; Moretti, M.; and Bezas, A., “On the Behavior and Ductility of Reinforced Concrete Coupling Beams of Shear Walls,” ACI Structural Journal, V. 93, No. 6, Nov.-Dec. 1996, pp. 711-720.10.14359/518 ↗
7. Jang, S.-J.; Jeong, G.-Y.; and Yun, H.-D., “Use of Steel Fibers as Transverse Reinforcement in Diagonally Reinforced Coupling Beams with Normal- and High-Strength Concrete,” Construction and Building Materials, V. 187, Oct. 2018, pp. 1020-1030. doi: 10.1016/j.conbuildmat.2018.08.06310.1016/j.conbuildmat.2018.08.063 ↗
8. Parra-Montesinos, G. J., “Shear Strength of Beams with Deformed Steel Fibers,” Concrete International, V. 28, No. 11, Nov. 2006, pp. 57-66.
9. ACI Committee 544, “Design Considerations for Steel Fiber Reinforced Concrete (ACI 544.4R-88) (Reapproved 2009),” American Concrete Institute, Farmington Hills, MI, 2009, 18 pp.
10. Choi, C.-S., and Bae, B.-I., “Effectiveness of Steel Fibers as Hoops in Exterior Beam-to-Column Joints under Cyclic Loading,” ACI Structural Journal, V. 116, No. 2, Mar. 2019, pp. 205-219. doi: 10.14359/5171227810.14359/51712278 ↗
11. Bae, B.-I.; Chung, J.-H.; Choi, H.-K.; Jung, H.-S.; and Choi, C.-S., “Experimental Study on the Cyclic Behavior of Steel Fiber Reinforced High Strength Concrete Columns and Evaluation of Shear Strength,” Engineering Structures, V. 157, Feb. 2018, pp. 250-267. doi: 10.1016/j.engstruct.2017.11.07210.1016/j.engstruct.2017.11.072 ↗
12. Zhong, A.; Sofi, M.; Lumantarna, E.; Zhou, Z.; and Mendis, P., “Flexural Capacity Prediction Model for Steel Fibre-Reinforced Concrete Beams,” International Journal of Concrete Structures and Materials, V. 15, No. 1, 2021, Article No. 28. doi: 10.1186/s40069-021-00461-010.1186/s40069-021-00461-0 ↗
13. Caballero-Morrison, K. E.; Bonet, J. L.; Navarro-Gregori, J.; and Serna-Ros, P., “An Experimental Study of Steel Fiber-Reinforced High-Strength Concrete Slender Columns under Cyclic Loading,” Engineering Structures, V. 57, Dec. 2013, pp. 565-577. doi: 10.1016/j.engstruct.2012.06.05210.1016/j.engstruct.2012.06.052 ↗
14. Kawashima, K.; Zafra, R.; Sasaki, T.; Kajiwara, K.; and Nakayama, M., “Effect of Polypropylene Fiber Reinforced Cement Composite and Steel Fiber Reinforced Concrete for Enhancing the Seismic Performance of Bridge Columns,” Journal of Earthquake Engineering, V. 15, No. 8, 2011, pp. 1194-1211. doi: 10.1080/13632469.2011.56905110.1080/13632469.2011.569051 ↗
15. Yun, H.-D.; Kim, S.-W.; Jeon, E.; Park, W.-S.; and Lee, Y.-T., “Effects of Fibre-Reinforced Cement Composites’ Ductility on the Seismic Performance of Short Coupling Beams,” Magazine of Concrete Research, V. 60, No. 3, 2008, pp. 223-233. doi: 10.1680/macr.2007.0008110.1680/macr.2007.00081 ↗
16. Canbolat, B. A.; Parra-Montesinos, G. J.; and Wight, J. K., “Experimental Study on Seismic Behavior of High-Performance Fiber-Reinforced Cement Composite Coupling Beams,” ACI Structural Journal, V. 102, No. 1, Jan.-Feb. 2005, pp. 159-166.10.14359/13541 ↗
17. Lequesne, R. D.; Parra-Montesinos, G. J.; and Wight, J. K., “Seismic Behavior and Detailing of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled Wall Systems,” Journal of Structural Engineering, ASCE, V. 139, No. 8, 2013, pp. 1362-1370. doi: 10.1061/(ASCE)ST.1943-541X.000068710.1061/(ASCE)ST.1943-541X.0000687 ↗
18. Hung, C.-C., and El-Tawil, S., “Seismic Behavior of a Coupled-Wall System with HPFRCC Coupling Beams,” Proceedings, Structures Congress 2010, S. Senapathi, K. Casey, and M. Hoit, eds., Orlando, FL, 2010, pp. 1864-1873.10.1061/41130(369)170 ↗
19. Kim, J.-S.; Bae, B.-I.; and Choi, C.-S., “A Study on the Effect of Steel Fiber in Reinforced Concrete Coupling Beam Subjected to Cyclic Loading,” Journal of the Architectural Institute of Korea Structure & Construction, V. 35, No. 10, 2019, pp. 181-190.
20. ACI Committee 374, “Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads (ACI 374.2R-13),” American Concrete Institute, Farmington Hills, MI, 2013, 18 pp.
21. ACI Committee 544, “Guide for Specifying, Proportioning, and Production of Fiber-Reinforced Concrete (ACI 544.3R-08),” American Concrete Institute, Farmington Hills, MI, 2008, 14 pp.
22. Wight, J. K., and MacGregor, J. G., Reinforced Concrete: Mechanics and Design, fifth edition, Prentice Hall, Upper Saddle River, NJ, 2008.
23. Harries, K. A.; Fortney, P. J.; Shahrooz, B. M.; and Brienen, P. J., “Practical Design of Diagonally Reinforced Concrete Coupling Beams—Critical Review of ACI 318 Requirements,” ACI Structural Journal, V. 102, No. 6, Nov.-Dec. 2005, pp. 876-882.10.14359/14796 ↗
24. Thomas, J., and Ramaswamy, A., “Mechanical Properties of Steel Fiber-Reinforced Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 19, No. 5, 2007, pp. 385-392. doi: 10.1061/(ASCE)0899-1561(2007)19:5(385)10.1061/(ASCE)0899-1561(2007)19:5(385) ↗
25. Gao, J.; Sun, W.; and Morino, K., “Mechanical Properties of Steel Fiber-Reinforced, High-Strength, Lightweight Concrete,” Cement and Concrete Composites, V. 19, No. 4, 1997, pp. 307-313. doi: 10.1016/S0958-9465(97)00023-110.1016/S0958-9465(97)00023-1 ↗
26. Sharma, A. K., “Shear Strength of Steel Fiber Reinforced Concrete Beams,” ACI Journal Proceedings, V. 83, No. 4, July-Aug. 1986, pp. 624-628.10.14359/10559 ↗
27. Chung, J.-H.; Son, D.-H.; Kim, S.-Y.; Bae, B.-I.; and Choi, C.-S., “Hysteretic Behavior of Reinforced Concrete Coupling Beams According to Volume Fraction of Steel Fiber,” Sustainability, V. 13, No. 1, 2021, p. 182. doi: 10.3390/su1301018210.3390/su13010182 ↗
28. Park, R., “Evaluation of Ductility of Structures and Structural Assemblages from Laboratory Testing,” Bulletin of the New Zealand Society for Earthquake Engineering, V. 22, No. 3, 1989, pp. 155-166. doi: 10.5459/bnzsee.22.3.155-16610.5459/bnzsee.22.3.155-166 ↗
29. ASCE/SEI 41-17, “Seismic Evaluation and Retrofit of Existing Buildings,” American Society of Civil Engineers, Reston, VA, 2017.
30. Lim, E.; Hwang, S.-J.; Wang, T.-W.; and Chang, Y.-H., “An Investigation on the Seismic Behavior of Deep Reinforced Concrete Coupling Beams,” ACI Structural Journal, V. 113, No. 2, Mar.-Apr. 2016, pp. 217-226. doi: 10.14359/5168793910.14359/51687939 ↗
31. Kim, W.; Kim, J.; and Kwak, Y.-K., “Evaluation of Flexural Strength Prediction of Reinforced Concrete Beams with Steel Fibres,” Journal of Structural Integrity and Maintenance, V. 1, No. 4, 2016, pp. 156-166. doi: 10.1080/24705314.2016.124052210.1080/24705314.2016.1240522 ↗
32. ACI Committee 544, “Guide to Design with Fiber-Reinforced Concrete (ACI 544.4R-18),” American Concrete Institute, Farmington Hills, MI, 2018, 44 pp.
33. Fédération internationale du béton, “fib Model Code for Concrete Structures 2010,” fib, Lausanne, Switzerland, 2013, 434 pp.
34. Park, W.-S.; Kang, T. H.-K.; Kim, S.; and Yun, H.-D., “Seismic Performance of Moderately Short Concrete Coupling Beams with Various Reinforcements,” ACI Structural Journal, V. 117, No. 3, May 2020, pp. 141-154.10.14359/51723501 ↗