SRC Member Studies
Analyses
Author(s) | Year | Publication | Reference | Links |
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Amadio et al. | 2011 | European Journal of Environmental and Civil Engineering | Amadio, C., Macorini, L., Sorgon, S., and Suraci, G. (2011). “A Novel Hybrid System with RC-Encased Steel Joists.” European Journal of Environmental and Civil Engineering, 15(10), 1433-1463. doi:10.3166/EJECE.15.1433-1463 | |
Chacón, Mirambell, & Mari | 2007 | Proceedings of the ICE - Structures and Buildings | Chacón, R., Mirambell, E., and Marí, A. (2007). “Long-term Response of Concrete-encased Composite Columns.” Proceedings of the ICE - Structures and Buildings, 160(5), 273-285. doi:10.1680/stbu.2007.160.5.273 | |
Chen & Cheng | 2008 | Journal of the Chinese Institute of Engineers | Chen, C.-C., and Cheng, C.-L. (2008). “Flexural Analysis and Design Methods for SRC Beam Sections with Complete Composite Action.” Journal of the Chinese Institute of Engineers, 31(2), 215-229. | |
Chung et al. | 2006 | Proceedings of 3rd International Conference on Bridge Maintenance, Safety, and Management | Chung, Y.-S., Shim, C.-S., Park, C.-K., and Min, J. (2006). “Static Performance of Concrete Encased Composite Columns with Low Steel Ratio.” Proceedings of 3rd International Conference on Bridge Maintenance, Safety, and Management, Porto, Portugal, 771-772. | |
Ding & Yang | 2012 | Applied Mechanics and Materials | Ding, K. W., and Yang, A. Y. (2012). “Stress Analysis of Tall Steel Reinforced Concrete Cantilever Beam.” Applied Mechanics and Materials, 151, 286–290. doi:10.4028/www.scientific.net/AMM.151.286 | |
Ellobody, Young, & Lam | 2011 | Thin-Walled Structures | Ellobody, E., Young, B., Lam, D. (2011). “Eccentrically Loaded Concrete Encased Steel Composite Columns.” Thin-Walled Structures, 49(1), p. 53-65. doi:10.1016/j.tws.2010.08.006 | |
He et al. | 2012 | Journal of Constructional Steel Research | He, J., Liu, Y., Lin, Z., Chen, A., Yoda, T. (2012). “Shear Behavior of Partially Encased Composite I-girder with Corrugated Steel Web: Numerical study.” Journal of Constructional Steel Research, 79, 166-182. doi:10.1016/j.jcsr.2012.07.018 | |
Juang & Hsu | 2008 | Steel & Composite Structures | Juang, J.-L., and Hsu, H.-L. (2008). “Seismic Performance Assessment of Steel Reinforced Concrete Members Accounting for Double Pivot Stiffness Degradation.” Steel & Composite Structures, 8(6), 441-455. | |
Liu, Liu, & Chan | 2012 | Journal of Constructional Steel Research | Liu, S.-W., Liu, Y.-P., and Chan S.-L. (2012). “Advanced Analysis of Hybrid Steel and Concrete Frames: Part 2: Refined plastic hinge and advanced analysis.” Journal of Constructional Steel Research, 70, 337-349. | |
Shim et al. | 2006 | Proceedings of 3rd International Conference on Bridge Maintenance, Safety, and Management | Shim, C.-S., Chung, Y.-S., Min, J., and Han, J.-H. (2006). “Quasi-static Tests on Concrete Encased Composite Columns.” Proceedings of 3rd International Conference on Bridge Maintenance, Safety, and Management, Porto, Portugal. | |
Wang et al. | 2008 | Key Engineering Materials | Wang, B., Zheng, S. S., Wu, M. Z., Li, L., and Zeng, L. (2008). “Crack Width of SRC Members Based on Fracture Mechanics.” Key Engineering Materials, 385-387, 93-96. doi:10.4028/www.scientific.net/KEM.385-387.93 | |
Zheng et al. | 2008 | Key Engineering Materials | Zheng, S. S., Wang, B., Zhang, L., Li, L., and Wang, W. (2008). “Dynamic Damage Analysis of SRC Frame Structure under Earthquake Action.” Key Engineering Materials, 385-387, 373-376. doi:10.4028/www.scientific.net/KEM.385-387.373 |
Experiments
Author(s) | Year | Publication | Reference | Links |
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Gan et al. | 2011 | Journal of Constructional Steel Research | Gan, D., Guo, L., Liu, J., and Zhou, X. (2011). “Seismic Behavior and Moment Strength of Tubed Steel Reinforced-concrete (SRC) Beam-columns.” Journal of Constructional Steel Research, 67(10), 1516–1524. doi:10.1016/j.jcsr.2011.03.025 | |
Kim et al. | 2012 | Journal of Structural Engineering | Kim, C., Park, H., Chung, K., and Choi, I. (2012). “Eccentric Axial Load Testing for Concrete-Encased Steel Columns Using 800 MPa Steel and 100 MPa Concrete.” Journal of Structural Engineering, 138(8), 1019–1031. doi:10.1061/(ASCE)ST.1943-541X.0000533 | |
Pecce & Rossi | 2013 | Engineering Structures | Pecce M. and Rossi, F. (2013). “The Non-linear Model of Embedded Steel–concrete Composite Column Bases.” Engineering Structures, 46, 247–263. doi:10.1016/j.engstruct.2012.07.021 | |
Qi et al. | 2011 | Thin-Walled Structures | Qi, H., Guo, L., Liu, J., Gan, D., and Zhang, S. (2011). “Axial Load Behavior and Strength of Tubed Steel Reinforced-concrete (SRC) Stub Columns.” Thin-Walled Structures, 49(9), 1141–1150. doi:10.1016/j.tws.2011.04.006 | |
Shim, Chung, & Han | 2008 | Proceedings of the Institution of Civil Engineers | Shim, C. S., Chung, Y. S., and Han, J. H. (2008). “Cyclic Response of Concrete-encased Composite Columns with Low Steel Ratio.” Proceedings of the Institution of Civil Engineers: Structures and Buildings, 161(2), 77–89. doi:10.1680/stbu.2008.161.2.77 | |
Tokgoz & Dundar | 2008 | Steel & Composite Structures | Tokgoz, S., and Dundar, C. (2008). “Experimental Tests on Biaxially Loaded Concrete-encased Composite Columns.” Steel & Composite Structures, 8(5), 423–438. | |
Tokgoz & Dundar | 2012 | Engineering Structures | Tokgoz, S., and Dundar, C. (2012). “Tests of Eccentrically Loaded L-shaped Section Steel Fibre High Strength Reinforced Concrete and Composite Columns.” Engineering Structures, 38, 134–141. doi:10.1016/j.engstruct.2012.01.009 | |
Tokgoz, Dundar, & Tanrikulu | 2012 | Journal of Constructional Steel Research | Tokgoz, S., Dundar, C., and Tanrikulu, A. K. (2012). “Experimental Behaviour of Steel Fiber High Strength Reinforced Concrete and Composite Columns.” Journal of Constructional Steel Research, 74, 98–107. doi:10.1016/j.jcsr.2012.02.017 | |
Xue et al. | 2012 | Steel and Composite Structures | Xue, J. Y., Chen, Z. P., Zhao, H. T., Gao, L. and Liu, Z.Q. (2012). "Shear Mechanism and Bearing Capacity Calculation on Steel Reinforced Concrete Special-shaped Columns", Steel and Composite Structures,13(5), 473-487. |
Load Transfer in SRC Systems
Author(s) | Year | Publication | Reference | Links |
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Roeder, Chmielowski, & Brown | 1999 | Journal of Structural Engineering | Roeder, C. W., Chmielowski, R., and Brown, C. B. (1999). “Shear Connector Requirements for Embedded Steel Sections.” Journal of Structural Engineering, ASCE, 125(2), 142–151. doi:10.1061/(ASCE)0733-9445(1999)125:2(142) |
SRC Fire Studies
Author(s) | Year | Publication | Reference | Links |
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Huang, Davison, & Burgess | 2013 | Journal of Constructional Steel Research | Huang, S.-S., Davison, B., Burgess, I. W. (2013). “High-temperature tests on joints to steel and partially-encased H-section columns.” Journal of Constructional Steel Research, 80, 243-251. doi:10.1016/j.jcsr.2012.09.006 |
SRC Members with Carbon-Fiber-Reinforced Polymer
Author(s) | Year | Publication | Reference | Links |
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Karimi, Tait, & El-Dakhakhni | 2012 | Journal of Composites for Construction | Karimi, K., Tait, M. J., and El-Dakhakhni, W. W. (2012). “Influence of Slenderness on the Behavior of a FRP-Encased Steel-Concrete Composite Column.” Journal of Composites for Construction, 16(1), 100–109. doi:10.1061/(ASCE)CC.1943-5614.0000235 | |
Zakaib and Fam | 2012 | Journal of Composites for Construction | Zakaib, S. and Fam, A. (2012). ”Flexural Performance and Moment Connection of Concrete-Filled GFRP Tube–Encased Steel I-Sections.” Journal of Composites for Construction, 16(5), 604–613. doi:10.1061/(ASCE)CC.1943-5614.0000288 |