Effect of Axial Load and Web Reinforcement Ratio on Seismic Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Squat Walls
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 · Microbial Applications in Construction Materials · Structural Engineering and Vibration Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (26)
Show source-provided references
1. 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.
2. ACI Committee 349, “Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2013, 196 pp.
3. ACI Committee 440, “Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer (FRP) Bars (ACI 440.1R-15),” American Concrete Institute, Farmington Hills, MI, 2015, 88 pp.
4. Arafa, A.; Farghaly, A. S.; and Benmokrane, B., 2018a, “Effect of Web Reinforcement on the Seismic Response of Concrete Squat Walls Reinforced with Glass-FRP Bars,” Engineering Structures, V. 174, Nov., pp. 712-723. doi: 10.1016/j.engstruct.2018.07.09210.1016/j.engstruct.2018.07.092 ↗
5. Arafa, A.; Farghaly, A. S.; and Benmokrane, B., 2018b, “Experimental Behavior of GFRP-Reinforced Concrete Squat Walls Subjected to Simulated Earthquake Load,” Journal of Composites for Construction, ASCE, V. 22, No. 2, p. 04018003. doi: 10.1061/(ASCE)CC.1943-5614.000083610.1061/(ASCE)CC.1943-5614.0000836 ↗
6. Baek, J. W.; Park, H. G.; Lee, J. H.; and Bang, C. J., 2017, “Cyclic Loading Test for Walls of Aspect Ratio 1.0 and 0.5 with Grade 550 MPa (80 ksi) Shear Reinforcing Bars,” ACI Structural Journal, V. 114, No. 4, July-Aug., pp. 969-982. doi: 10.14359/5168968010.14359/51689680 ↗
7. Bimschas, M., and Dazio, A., 2008, “Large Scale Quasi-Static Cyclic Tests of Existing Bridge Piers,” Proceedings, Fourteenth World Conference on Earthquake Engineering, Beijing, China.
8. CAN/CSA A23.3, 2014, “Design of Concrete Structures,” CSA Group, Mississauga, ON, Canada, 297 pp.
9. CAN/CSA S806, 2012, “Design and Construction of Building Components with Fibre-Reinforced Polymers,” CSA Group, Mississauga, ON, Canada, 208 pp.
10. CAN/CSA S807, 2019, “Specification for Fibre-Reinforced Polymers,” CSA Group, Mississauga, ON, Canada, 48 pp.
11. El-Gendy, M. G., and El-Salakawy, E. F., 2020, “GFRP Shear Reinforcement for Slab-Column Edge Connections Subjected to Reversed Cyclic Lateral Load,” Journal of Composites for Construction, ASCE, V. 24, No. 2, p. 04020003. doi: 10.1061/(ASCE)CC.1943-5614.000100010.1061/(ASCE)CC.1943-5614.0001000 ↗
12. Eladawy, M.; Hassan, M.; and Benmokrane, B., 2019, “Experimental Study of Interior Glass Fiber-Reinforced Polymer-Reinforced Concrete Slab-Column Connections under Lateral Cyclic Load,” ACI Structural Journal, V. 116, No. 6, Nov., pp. 165-180. doi: 10.14359/5171680310.14359/51716803 ↗
13. Elshamandy, M. G.; Farghaly, A. S.; and Benmokrane, B., 2018, “Experimental Behavior of Glass Fiber-Reinforced Polymer- Reinforced Concrete Columns under Lateral Cyclic Load,” ACI Structural Journal, V. 115, No. 2, Mar., pp. 337-349. doi: 10.14359/5170098510.14359/51700985 ↗
14. FEMA 461, 2007, “Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components,” Federal Emergency Management Agency, Washington, DC, 113 pp.
15. Gulec, C. K., and Whittaker, A. S., 2009, “Performance-Based Assessment and Design of Squat Reinforced Concrete Shear Walls,” Report No. MCEER-09-0010, University at Buffalo, Buffalo, NY, 664 pp.
16. Kappos, A., and Penelis, G. G., 2014, Earthquake Resistant Concrete Structures, CRC Press, Oxfordshire, UK, 585 pp.10.1201/9781482271300 ↗
17. Luna, B. N.; Rivera, J. P.; and Whittaker, A. S., 2015, “Seismic Behavior of Low-Aspect-Ratio Reinforced Concrete Shear Walls,” ACI Structural Journal, V. 112, No. 5, Sept.-Oct., pp. 593-604. doi: 10.14359/5168770910.14359/51687709 ↗
18. Moehle, J. P., Seismic Design of Reinforced Concrete Buildings, McGraw Hill Professional, New York, 2014, 782 pp.
19. Mohamed, N.; Farghaly, A. S.; Benmokrane, B.; and Neale, K. W., 2014a, “Experimental Investigation of Concrete Shear Walls Reinforced with Glass Fiber-Reinforced Bars under Lateral Cyclic Loading,” Journal of Composites for Construction, ASCE, V. 18, No. 3, p. 04014001. doi: 10.1061/(ASCE)CC.1943-5614.000039310.1061/(ASCE)CC.1943-5614.0000393 ↗
20. Mohamed, N.; Farghaly, A. S.; Benmokrane, B.; and Neale, K. W., 2014b, “Flexure and Shear Deformation of GFRP-Reinforced Shear Walls,” Journal of Composites for Construction, ASCE, V. 18, No. 2, p. 04013044. doi: 10.1061/(ASCE)CC.1943-5614.000044410.1061/(ASCE)CC.1943-5614.0000444 ↗
21. Mun, J. H.; Yang, K. H.; and Song, J. K., 2017, “Shear Behavior of Squat Heavyweight Concrete Shear Walls with Construction Joints,” ACI Structural Journal, V. 114, No. 4, July-Aug., pp. 1019-1029. doi: 10.14359/5168978510.14359/51689785 ↗
22. Paulay, T.; Priestley, M. J. N.; and Synge, A. J., 1982, “Ductility in Earthquake Resisting Squat Shearwalls,” ACI Journal Proceedings, V. 79, No. 4, Apr., pp. 257-269.10.14359/10903 ↗
23. Paulay, T., and Priestley, M. J. N., 1992, Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc., New York, July-Aug., 735 pp.10.1002/9780470172841 ↗
24. Pultrall, Inc., 2018, “Data Sheet—V-ROD GFRP Rebars,” Pultrall, Thetford Mines, QC, Canada.
25. Tomăzevič, M., 1999, Earthquake-Resistant Design of Masonry Buildings: Seismic Resistance Verification of Structural Walls, Imperial College Press, London, UK, pp. 127-141.
26. Whyte, C. A., and Stojadinovic, B., 2014, “Effect of Ground Motion Sequence on Response of Squat Reinforced Concrete Shear Walls,” Journal of Structural Engineering, ASCE, V. 140, No. 8, p. A4014004. doi: 10.1061/(ASCE)ST.1943-541X.000091210.1061/(ASCE)ST.1943-541X.0000912 ↗