Shear-Friction Strength of Squat Walls with Flanges under Cyclic Lateral Loading
Bibliographic record
Abstract
No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.
Source: Not provided · Quality: missing
Research context
OpenAlex topics: Composite Structure Analysis and Optimization · Structural Load-Bearing Analysis · Bladed Disk Vibration Dynamics
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (35)
Show source-provided references
1. Arafa, A., “Review of Seismic Response and Strength Requirements of Reinforced Concrete Squat Walls,” ACI Structural Journal, V. 118, No. 4, July 2021, pp. 17-30.10.14359/51732641 ↗
2. Barda, F.; Hanson, J. M.; and Corley, W. G., “Shear Strength of Low-Rise Walls with Boundary Elements,” Reinforced Concrete Structures in Seismic Zones, SP-53, N. M. Hawkins and D. Mitchell, eds., American Concrete Institute, Farmington Hills, MI, 1977, pp. 149-202.
3. Cardenas, A. E.; Russell, H. G.; and Corley, W. G., “Strength of Low-Rise Structural Walls,” Reinforced Concrete Structures Subjected to Wind and Earthquake Forces, SP-63, American Concrete Institute, Farmington Hills, MI, 1980, pp. 221-241.
4. Wood, S. L., “Shear Strength of Low-Rise Reinforced Concrete Walls,” ACI Structural Journal, V. 87, No. 1, Jan.-Feb. 1990, pp. 99-107.10.14359/2951 ↗
5. Gulec, C. K., and Whittaker, A. S., “Performance-Based Assessment and Design of Squat Reinforced Concrete Shear Walls,” Technical Report MCEER-09-0010, State University of New York at Buffalo, Buffalo, NY, 2009, pp. 139-182.
6. Gulec, C. K., and Whittaker, A. S., “Empirical Equations for Peak Shear Strength of Low Aspect Ratio Reinforced Concrete Walls,” ACI Structural Journal, V. 108, No. 1, Jan.-Feb. 2011, pp. 80-89.10.14359/51664205 ↗
7. Tran, T. A., and Wallace, J. W., “Cyclic Testing of Moderate-Aspect-Ratio Reinforced Concrete Structural Walls,” ACI Structural Journal, V. 112, No. 6, Nov.-Dec. 2015, pp. 653-665. doi: 10.14359/5168790710.14359/51687907 ↗
8. Luna, B. N., and Whittaker, A. S., “Peak Strength of Shear-Critical Reinforced Concrete Walls,” ACI Structural Journal, V. 116, No. 2, Mar. 2019, pp. 257-266.10.14359/51712280 ↗
9. Kim, J.-H., and Park, H.-G., “Shear Strength of Flanged Squat Walls with 690 MPa Reinforcing Bars,” ACI Structural Journal, V. 119, No. 2, Mar. 2022, pp. 209-220.10.14359/51734142 ↗
10. Kim, J.-H.; Kim, Y. J.; and Park, H.-G., “Modeling of Shear Strength for Squat Reinforced Concrete Walls with Boundary Elements,” ACI Structural Journal, V. 120, No. 6, Nov. 2023, pp. 99-112.10.14359/51739090 ↗
11. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.
12. ACI Committee 349, “Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2014, 196 pp.
13. EN 1992-1-1:2004, “Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings,” European Committee for Standardization, Brussels, Belgium, 2004, 227 pp.
14. BS NA EN 1992-1-1:2004, “UK National Annex to Eurocode 2: Design of Concrete Structures — Part 1-1: General Rules and Rules for Buildings,” British Standards Institution, London, UK, 2004, 28 pp.
15. EN 1998:2004, “Eurocode 8: Design of Structures for Earthquake Resistance,” European Committee for Standardization, Brussels, Belgium, 2003.
16. fib, “fib Model Code for Concrete Structures 2010,” International Federation for Structural Concrete, Lausanne, Switzerland, 2013, 434 pp.10.1002/9783433604090 ↗
17. AASHTO, “AASHTO LRFD Bridge Design Specifications,” ninth edition, American Association of State Highway and Transportation Officials, Washington, DC, 2020, 1912 pp.
18. Paulay, T.; Priestley, M. J. N.; and Synge, A. J., “Ductility in Earthquake Resisting Squat Shearwalls,” ACI Journal Proceedings, V. 79, No. 4, July-Aug. 1982, pp. 257-269.10.14359/10903 ↗
19. Baek, J.-W.; Kim, S.-H.; Park, H.-G.; and Lee, B.-S., “Shear-Friction Strength of Low-Rise Walls with 600 MPa Reinforcing Bars,” ACI Structural Journal, V. 117, No. 1, Jan. 2020, pp. 169-182.10.14359/51718020 ↗
20. Baek, J.-W.; Park, H.-G.; Lee, B.-S.; and Shin, H.-M., “Shear-Friction Strength of Low-Rise Walls with 550 MPa (80 ksi) Reinforcing Bars under Cyclic Loading,” ACI Structural Journal, V. 115, No. 1, Jan. 2018, pp. 65-78.10.14359/51700915 ↗
21. Hube, M. A.; Santa María, H.; Arroyo, O.; Vargas, A.; Almeida, J.; and López, M., “Seismic Performance of Squat Thin Reinforced Concrete Walls for Low-Rise Constructions,” Earthquake Spectra, V. 36, No. 3, Aug. 2020, pp. 1074-1095. doi: 10.1177/875529302090684110.1177/8755293020906841 ↗
22. Kim, S.-H., and Park, H.-G., “Shear-Friction Strength of Reinforced Concrete Walls with 700 MPa Reinforcing Bars,” ACI Structural Journal, V. 120, No. 1, Jan. 2023, pp. 303-316.10.14359/51737238 ↗
23. Kim, J.-H., and Park, H.-G., “Shear and Shear-Friction Strengths of Squat Walls with Flanges,” ACI Structural Journal, V. 117, No. 6, Nov. 2020, pp. 269-280.10.14359/51728075 ↗
24. ASTM C39/C39M-23, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 2023, 8 pp.
25. ASTM A370-23, “Standard Test Methods and Definitions for Mechanical Testing of Steel Products,” ASTM International, West Conshohocken, PA, 2023, 51 pp.
26. ASCE/SEI 4-16, “Seismic Analysis of Safety-Related Nuclear Structures,” American Society of Civil Engineers, Reston, VA, 2017, 304 pp.
27. 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.
28. Kassem, W., “Shear Strength of Squat Walls: A Strut-and-Tie Model and Closed-Form Design Formula,” Engineering Structures, V. 84, Feb. 2015, pp. 430-438. doi: 10.1016/j.engstruct.2014.11.02710.1016/j.engstruct.2014.11.027 ↗
29. Chandra, J., and Teng, S., “Simplified Strut-and-Tie Model for Shear Strength Prediction of Reinforced Concrete Low-Rise Walls,” ACI Structural Journal, V. 119, No. 2, Mar. 2022, pp. 61-74.10.14359/51734330 ↗
30. Moradi, A. R.; Soltani, M.; and Tasnimi, A. A., “Stress-Transfer Behavior of Reinforced Concrete Cracks and Interfaces,” ACI Structural Journal, V. 112, No. 1, Jan.-Feb. 2015, pp. 69-79. doi: 10.14359/5168729710.14359/51687297 ↗
31. Calvi, P. M.; Bentz, E. C.; and Collins, M. P., “Pure Mechanics Crack Model for Shear Stress Transfer in Cracked Reinforced Concrete,” ACI Structural Journal, V. 114, No. 2, Mar.-Apr. 2017, pp. 545-554.10.14359/51689460 ↗
32. Trost, B.; Schuler, H.; and Stojadinovic, B., “Sliding in Compression Zones of Reinforced Concrete Shear Walls: Behavior and Modeling,” ACI Structural Journal, V. 116, No. 5, Sept. 2019, pp. 3-16.10.14359/51716755 ↗
33. Palieraki, V.; Vintzileou, E.; and Silva, J. F., “Modeling Reinforced Interfaces—Cold Joints Subjected to Cyclic Shear,” ACI Structural Journal, V. 119, No. 4, July 2022, pp. 225-238.10.14359/51734521 ↗
34. Vintzileou, E. N., “Mechanisms of Load Transfer along Concrete Interfaces under Monotonic and Cyclic Actions,” PhD thesis, National Technical University of Athens, Athens, Greece, 1986, 359 pp. (in Greek)
35. Reed, J. W., and Kennedy, R. P., “Methodology for Developing Seismic Fragilities,” Final Report TR-103959, Electric Power Research Institute (EPRI), Palo Alto, CA, 1994, 320 pp.