References
- Carreira, D. J., Chu, K. H. (1985), Stress-strain Relationship for Plain Concrete in Compression, ACI Journal, American Concrete Institute, 82(6), 797-804.
- Cho, S. G., Lim, J. S., Jeong, Y. D., Yi, S. T. (2014), Analytical Study for Performance Improvement of Studs for Steel Plate Concrete(SC) Walls subjected to Bending Moment, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 18(2), 74-81 (in Korean). https://doi.org/10.11112/jksmi.2014.18.2.074
- Evans, R. H., Marathe, M. S. (1967), Microcracking and Stress-strain Curves for Concrete in Tension, Materials and Structures, 1(1), 61-64.
- Gattesco N., Giuriani E. (1996), Experimental Study on Stud Shear Connectors subjected to Cyclic Loading, Journal of Constructional Steel Research, 38(1), 1-21. https://doi.org/10.1016/0143-974X(96)00007-7
- Hong, S. G., Lee, S. J., Lee, S. J., Lee, E. J., Kim, W. K. (2011), Shear Strength of Composite Steel-Concrete Walls with Vertical Ribs, fib Symposium in Prague: Concrete Engineering for Excellence and Efficiency, Session 5-4: Composites and Hybrids, Federation International du Beton, Chezch, 1-11.
- Jankowiak, T., Lodygowski, T. (2005), Identification of Parameters of Concrete Damage Plasticity Constitutive Model, Foundation of Civil and Environmental Engineering, Poznan University of Technology, Poland, 1(6), 53-69.
- Kanchi, M. (1996), Experimental Study on A Concrete Filled Steel Structure Part. 2 Compressive Tests (1), Summary of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures, 1071-1072.
- Korea Concrete Institute (KCI) (2012), The Korean Concrete Structure Design Code, Korea Concrete Institute (in Korean).
- Korea Electric Association (KEA) (2010), Nuclear Safety Related Structures : Steel-Plate Concrete Structure: KEPIC-SNG, Korea Electric Association.
- Lee, P. G., Shim, C. S., Yoon, T. Y. (2003), Static Behavior of Large Stud Connectors, Journal of Korean Society of Steel Structure, KSSC, 15(6), 611-620 (in Korean).
- Nguyen, H. T., Kim, S. E. (2009), Finite Element Modeling of Push-Out Test for Large Stud Shear Connectors, Journal of Constructional Steel Research, 65(10), 1909-1920. https://doi.org/10.1016/j.jcsr.2009.06.010
- Oehlers, D. J., Coughlan, C. G. (1986), The Shear Stiffness of Stud Shear Connections in Composite Beams, Journal of Construction Steel Research, 6(4), 273-284. https://doi.org/10.1016/0143-974X(86)90008-8
- Ollgaard, J. G., Slutter, R. G., Fisher, J. W. (1971), Shear Strength of Stud Connectors in Lightweight and Normal-Weight Concrete, AISC Engineering Journal, 8(2), 55-64.
- Ozaki, M., Akita, S., Oosuga, H., Nakayama, T., Adachi, N. (2004), Study on Steel Plate Reinforced Concrete Panels Subjected to Cyclic In-Plane Shear, Nuclear Engineering and Design, 228(1), 225-244. https://doi.org/10.1016/j.nucengdes.2003.06.010
- Prakash, A., Anandavalli, N., Madheswaran, C. K., Rajasankar, J., Lakshmanan, N. (2011), Three Dimensional FE Model of Stud Connected Steel-Concrete Composite Girders Subjected to Monotonic Loading, International Journal of Mechanics and Applications, 1(1), 1-11.
- Varma, A. H., Malushte, S. R., Sener, K. C., Booth, P. N. (2012), Analysis Recommendations for Steel-Composite (SC) Walls of Safety Related Nuclear Facilities, Structures Congress of ASCE, 1871-1880.
- Zhang, K., Varma, A. H., Malushte, S. R., Gallocher, S. (2014) Effect of Shear Connectors on Local Buckling and Composite Action in Steel Concrete Composite Wall, Nuclear Engineering and Design (in press).
Cited by
- Use of inclined studs in steel-plate–concrete composite walls with shear and axial loading vol.170, pp.7, 2017, https://doi.org/10.1680/jstbu.15.00107
- Analytical Study for Performance Improvement of Studs for Steel Plate Concrete(SC) Walls subjected to Combined Loads vol.19, pp.2, 2015, https://doi.org/10.11112/jksmi.2015.19.2.108
- Analytical Study for Performance Evaluation of Studs for Steel Plate Concrete(SC) Walls subjected to Cyclic Loads vol.19, pp.4, 2015, https://doi.org/10.11112/jksmi.2015.19.4.035