journal article·2025-09-01

Shear Strengthening and Short Column Effects of Reinforced Concrete Columns with Partial-Height Masonry Infills

Authors not provided

ACI Structural Journal· Volume 122· Issue 6
Publisher page

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: Masonry and Concrete Structural Analysis · Structural Behavior of Reinforced Concrete · Seismic Performance and Analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (29)

Show source-provided references
1. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 624 pp.
2. ACI Committee 374, 2005, “Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05) (Reapproved 2019),” American Concrete Institute, Farmington Hills, MI, 9 pp.
3. AIK, 2016, “Korean Building Code and Commentary (KBC 2016),” Architectural Institute of Korea, Seoul, South Korea, 1201 pp.
4. AIK, 2021, “Guidelines for Performance Based Seismic Design of RC Buildings,” Architectural Institute of Korea, Seoul, South Korea.
5. An, K.-W.; Chae, Y.-J.; Eom, T.-S.; Kim, J.; Kim, S.-W.; and Kim, J.-H., 2023, “Seismic Performance of Masonry Walls Strengthened by an Engineered Cementitious Composite Jacket,” Journal of the Korea Concrete Institute, V. 35, No. 4, pp. 397-408. (in Korean) doi: 10.4334/JKCI.2023.35.4.39710.4334/JKCI.2023.35.4.397 ↗
6. ASCE/SEI 41-13, 2014, “Seismic Evaluation and Retrofit of Existing Buildings,” American Society of Civil Engineers, Reston, VA, 554 pp.
7. ASCE/SEI 41-17, 2017, “Seismic Evaluation and Retrofit of Existing Buildings,” American Society of Civil Engineers, Reston, VA, 550 pp.
8. Asteris, P. G.; Antoniou, S. T.; Sophianopoulos, D. S.; and Chrysostomou, C. Z., 2011, “Mathematical Macromodeling of Infilled Frames: State of the Art,” Journal of Structural Engineering, ASCE, V. 137, No. 12, Dec., pp. 1508-1517. doi: 10.1061/(ASCE)ST.1943-541X.000038410.1061/(ASCE)ST.1943-541X.0000384 ↗
9. Crisafulli, F. J., 1997, “Seismic Behaviour of Reinforced Concrete Structures with Masonry Infills,” PhD thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 415 pp.
10. Crisafulli, F. J., and Carr, A. J., 2007, “Proposed Macro-Model for the Analysis of Infilled Frame Structures,” Bulletin of the New Zealand Society for Earthquake Engineering, V. 40, No. 2, pp. 69-77. doi: 10.5459/bnzsee.40.2.69-7710.5459/bnzsee.40.2.69-77 ↗
11. Crisafulli, F. J.; Carr, A. J.; and Park, R., 2000, “Analytical Modelling of Infilled Frame Structures: A General Review,” Bulletin of the New Zealand Society for Earthquake Engineering, V. 33, No. 1, pp. 30-47. doi: 10.5459/bnzsee.33.1.30-4710.5459/bnzsee.33.1.30-47 ↗
12. CSI, 2018, “Perform3D: Nonlinear Analysis and Performance Assessment for 3D Structures User Guide, Version 7.0.0,” Computers and Structures, Inc., Walnut Creek, CA.
13. Eom, T.-S.; Lee, S.-J.; Kim, C.-G.; and Park, H.-G., 2022, “Nonlinear Modeling of Reinforced Concrete Columns under Cyclic Loading,” ACI Structural Journal, V. 119, No. 2, Mar., pp. 195-208.10.14359/51734141 ↗
14. Fiore, A.; Spagnoletti, G.; and Greco, R., 2016, “On the Prediction of Shear Brittle Collapse Mechanisms due to the Infill-Frame Interaction in RC Buildings under Pushover Analysis,” Engineering Structures, V. 121, Aug., pp. 147-159. doi: 10.1016/j.engstruct.2016.04.04410.1016/j.engstruct.2016.04.044 ↗
15. Guevara, L. T., and García, L. E., 2005, “The Captive- and Short-Column Effects,” Earthquake Spectra, V. 21, No. 1, Feb., pp. 141-160. doi: 10.1193/1.185653310.1193/1.1856533 ↗
16. Han, S. W., and Lee, C. S., 2020, “Cyclic Behavior of Lightly Reinforced Concrete Moment Frames with Partial- and Full-Height Masonry Walls,” Earthquake Spectra, V. 36, No. 2, May, pp. 599-628. doi: 10.1177/875529301989996010.1177/8755293019899960 ↗
17. Jeon, J.-S.; Park, J.-H.; and DesRoches, R., 2015, “Seismic Fragility of Lightly Reinforced Concrete Frames with Masonry Infills,” Earthquake Engineering & Structural Dynamics, V. 44, No. 11, Sept., pp. 1783-1803. doi: 10.1002/eqe.255510.1002/eqe.2555 ↗
18. Kakaletsis, D. J., and Karayannis, C. G., 2009, “Experimental Investigation of Infilled Reinforced Concrete Frames with Openings,” ACI Structural Journal, V. 106, No. 2, Mar.-Apr., pp. 132-141.10.14359/56351 ↗
19. KCI, 2021, “Nonlinear Modeling for Performance Based Seismic Design of RC Buildings,” Korea Concrete Institute, Seoul, South Korea.
20. Lee, H.-S., and Woo, S.-W., 2002, “Effect of Masonry Infills on Seismic Performance of a 3-Storey R/C Frame with Non-Seismic Detailing,” Earthquake Engineering & Structural Dynamics, V. 31, No. 2, Feb., pp. 353-378. doi: 10.1002/eqe.11210.1002/eqe.112 ↗
21. Lee, S.-J.; Eom, T.-S.; and Yu, E., 2021, “Investigation of Diagonal Strut Actions in Masonry-Infilled Reinforced Concrete Frames,” International Journal of Concrete Structures and Materials, V. 15, No. 1, Dec., Article No. 6. doi: 10.1186/s40069-020-00440-x10.1186/s40069-020-00440-x ↗
22. MOE, 2019, “Seismic Performance Evaluation and Retrofit Manual for School Facilities,” Ministry of Education, Sejong, South Korea. (in Korean)
23. Mohammad Noh, N.; Liberatore, L.; Mollaioli, F.; and Tesfamariam, S., 2017, “Modelling of Masonry Infilled RC Frames Subjected to Cyclic Loads: State of the Art Review and Modelling with OpenSees,” Engineering Structures, V. 150, Nov., pp. 599-621. doi: 10.1016/j.engstruct.2017.07.00210.1016/j.engstruct.2017.07.002 ↗
24. Niyompanitpattana, S., and Warnitchai, P., 2017, “Effects of Masonry Infill Walls with Openings on Seismic Behaviour of Long-Span GLD RC Frames,” Magazine of Concrete Research, V. 69, No. 21, Nov., pp. 1082-1102. doi: 10.1680/jmacr.17.0000810.1680/jmacr.17.00008 ↗
25. Paulay, T., and Priestley, M. J. N., 1992, Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc., New York.10.1002/9780470172841 ↗
26. Pradhan, P. M., 2012, “Equivalent Strut Width for Partial Infilled Frames,” Journal of Civil Engineering Research, V. 2, No. 5, pp. 42-48. doi: 10.5923/j.jce.20120205.0310.5923/j.jce.20120205.03 ↗
27. Sattar, S., and Liel, A. B., 2016, “Seismic Performance of Nonductile Reinforced Concrete Frames with Masonry Infill Walls—I: Development of a Strut Model Enhanced by Finite Element Models,” Earthquake Spectra, V. 32, No. 2, May, pp. 795-818. doi: 10.1193/90914eqs139m10.1193/90914eqs139m ↗
28. TMS 402/602-16, 2016, “Building Code Requirements and Specification for Masonry Structures,” The Masonry Society, Fort Collins, CO, 382 pp.
29. Tsantilis, A. V., and Triantafillou, T. C., 2018, “Innovative Seismic Isolation of Masonry Infills Using Cellular Materials at the Interface with the Surrounding RC Frames,” Engineering Structures, V. 155, Jan., pp. 279-297. doi: 10.1016/j.engstruct.2017.11.02510.1016/j.engstruct.2017.11.025 ↗