Strength gains of the axially and laterally loaded composite columns based on the concrete confinements provided by steel cores encased in structural concrete

References

• Bayrak, O., and S. A. Sheikh. 2001. “Plastic Hinge Analysis.” Journal of Structural Engineering 127 (9): 1092–1100. doi:https://doi.org/10.1061/(ASCE)0733-9445(2001)127:9(1092).
   Web of Science ®Google Scholar
• Chen, C., A. Astaneh-Asl, and J. P. Moehle. 1992. “Behavior and Design of High Strength Composite Columns.” In Structures Congress 92: 820–823.
   Google Scholar
• Chen, C. C., and N. J. Lin. 2006. “Analytical Model for Predicting Axial Capacity and Behavior of Concrete Encased Steel Composite Stub Columns.” Journal of Constructional Steel Research 62 (5): 424–433. doi:https://doi.org/10.1016/j.jcsr.2005.04.021.
   Web of Science ®Google Scholar
• Chen, C. C., C. C. Weng, I. M. Lin, and J. M. Li. 1999. “Seismic Behavior and Strength of Concrete Encased Steel Stub Columns and Beam-columns.” Report nº. MOIS 881012-1. Architecture and Building Research Institute.
   Google Scholar
• Delso, J. M., A. Stavridis, B. Shing, M. Papadrakakis, M. Fragiadakis, and V. Plevris. 2011. “Modeling the Bond-slip Behavior of Confined Large Diameter Reinforcing Bars.” In In III ECCOMAS Thematic Conf. On Computational Methods in Structural Dynamics and Earthquake Engineering COMPDYN (Vol. 14). Corfu, Greece.
   Google Scholar
• Dundar, C., S. Tokgoz, A. K. Tanrikulu, and T. Baran. 2008. “Behavior of Reinforced and Concrete-encased Composite Columns Subjected to Biaxial Bending and Axial Load.” Building and Environment 43: 1109–1120. doi:https://doi.org/10.1016/j.buildenv.2007.02.010.
   Web of Science ®Google Scholar
• El-Tawil, S., and G. G. Deierlein. 1999. “Strength and Ductility of Concrete Encased Composite Columns.” Journal of Structural Engineering, ASCE 125 (9): 1009–1019. doi:https://doi.org/10.1061/(ASCE)0733-9445(1999)125:9(1009).
   Web of Science ®Google Scholar
• Furlong, R. W. 1968. “Design of Steel-encased Concrete Beam–columns.” Journal of Structural Division, ASCE 94 (1): 267–281.
   Google Scholar
• Griffis,, and G. Lawrence. 1986. “Some Design Considerations for Composite-frame Structures.” Engineering Journal, AISC 23: 59–64.
   Google Scholar
• Hong, W. K. 2019. Hybrid Composite Precast Systems: Numerical Investigation to Construction. Woodhead Publishing, Elsevier.
   Google Scholar
• Kato, B. 1996. “Column Curves of Steel-concrete Composite Members.” Journal of Constructional Steel Research 39 (2): 121–135. doi:https://doi.org/10.1016/S0143-974X(96)00030-2.
   Web of Science ®Google Scholar
• Mander, J. B., M. J. Priestley, and R. Park. 1988. “Theoretical Stress-strain Model for Confined Concrete.” Journal of Structural Engineering 114 (8): 1804–1826. doi:https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).
   Web of Science ®Google Scholar
• Mirza, S. A., V. Hyttinen, and E. Hyttinen. 1996. “Physical Tests and Analyses of Composite Steel-concrete Beam–columns.” Journal of Structural Engineering, ASCE 122 (11): 1317–1326. doi:https://doi.org/10.1061/(ASCE)0733-9445(1996)122:11(1317).
   Web of Science ®Google Scholar
• Mirza, S. A., and B. W. Skrabek. 1992. “Statistical Analysis of Slender Composite Beam–column Strength.” Journal of Structural Engineering, ASCE 118 (5): 1312–1331. doi:https://doi.org/10.1061/(ASCE)0733-9445(1992)118:5(1312).
   Web of Science ®Google Scholar
• Muguruma, H., and F. Watanabe. 1990. “Ductility Improvement of High-strength Concrete Columns with Lateral Confinement.” Special Publication 121: 47–60.
   Google Scholar
• Munoz, P. R., and C. T. Hsu. 1997. “Biaxially Loaded Concrete-encased Composite Columns: Design Equation.” Journal of Structural Engineering ASCE 123 (12): 1576–1585. doi:https://doi.org/10.1061/(ASCE)0733-9445(1997)123:12(1576).
   Web of Science ®Google Scholar
• Nguyen, D. H., and W. K. Hong. 2020a. “Part I: Failure Criteria of the Steel-concrete Columns (SRC Columns) Confined by Cross-shaped Flange Sections”. Journal of Asian Architecture and Building Engineering. doi: https://doi.org/10.1080/13467581.2020.1782211
   Google Scholar
• Nguyen, D. H., and W. K. Hong. 2020b. “An Analytical Model Computing Flexural Strength and Performance of Concrete Columns Confined by Both Transverse Reinforcements and Steel Sections”. Journal of Asian Architecture and Building Engineering. doi: https://doi.org/10.1080/13467581.2020.1775603
   Google Scholar
• Nishiyama, M., F. Watanabe, and H. Muguruma. 1991. “Seismic Performance of Prestressed Concrete Beam-Column Joint Assemblages.” Proceedings of the Pacific Conference on Earthquake Engineering New Zealand 20: 217–228.
   Google Scholar
• Nzabonimpa, J. D., and W. K. Hong. 2017. “Evaluation of Hybrid Joints Strengthened by Carbon Plates Connecting New Steel Frames with Existing Concrete Slabs.” Composite Structures 174: 348–365. doi:https://doi.org/10.1016/j.compstruct.2017.04.074.
   Web of Science ®Google Scholar
• Nzabonimpa, J. D., and W. K. Hong. 2019. “Experimental Investigation of Hybrid Mechanical Joints for L-shaped Columns Replacing Conventional Grouted Sleeve Connections.” Journal of Engineering Structure 185: 243–277. doi:https://doi.org/10.1016/j.engstruct.2019.01.123.
   Web of Science ®Google Scholar
• Ricles, J. M., and S. D. Paboojian. 1994. “Seismic Performance of Steel-encased Composite Columns.” Journal of Structural Engineering 120 (8): 2474–2494. doi:https://doi.org/10.1061/(ASCE)0733-9445(1994)120:8(2474).
   Web of Science ®Google Scholar
• Roik, K., and R. Bergmann. 1990. “Design Method for Composite Columns with Unsymmetrical Cross-sections.” Journal of Constructional Steel Research 33: 153–172. doi:https://doi.org/10.1016/0143-974X(90)90046-J.
   Web of Science ®Google Scholar
• Structural Stability Research Council (SSRC) Task Group 20. 1979. “A Specification for the Design of Steel-concrete Composite Columns.” AISC Engineering Journal 16 (4): 101–115.
   Google Scholar
• Virdi, K. S., and P. J. Dowling. 1973. “The Ultimate Strength of Composite Columns in Biaxial Bending.” Proceedings Institution of Civil Engineers Part 2 (55): 251–272. doi:https://doi.org/10.1680/iicep.1973.4958.
   Google Scholar