과제정보
연구 과제 주관 기관 : National Research Foundation of Korea (NRF)
참고문헌
- Anbarasu, M., Kumar, S. and Sukumar, S. (2013), "Study on the effect of ties in the intermediate length Cold Formed Steel (CFS) columns", Struct. Eng. Mech., Int. J., 46(3), 323-335. https://doi.org/10.12989/sem.2013.46.3.323
- American Iron and Steel Institute (AISI) (2001a), North American Specification for the Design of Cold-Formed Steel Structural Members; (2001 Edition), Washington, D.C., USA.
- American Iron and Steel Institute (AISI) (2001b), Commentary on North American Specification for the Design of Cold-Formed Steel Structural Members: (2001 Edition), Washington, D.C., USA.
- American Iron and Steel Institute (AISI)(2007), North American Specification for the Design of Cold-Formed Steel Structural Members: (2007 Edition), Washington, D.C., USA.
- Brueggen, B. and Ramseyer, C. (2005), "Capacity of built-up cold-formed steel axial compression members", Proceedings of the Structural Stability Research Council Conference, Rolla, MI, USA.
- Heva, Y.B. and Mahendran, M. (2013), "Flexural-torsional buckling tests of gold-formed steel compression members at elevated temperatures", Steel Compos. Struct., Int. J., 14(3), 205-227. https://doi.org/10.12989/scs.2013.14.3.205
- Kang, T.H.-K., Piyawat, K. and Ramseyer, C. (2011), "Design buckling strength curve for built-up cold-formed sections", Proceedings of the 6th International Symposium on Steel Structures, Seoul, Korea, November.
- Phan, D.T., Lim, J.B.P., Tanyimboh, T.T. and Sha, W. (2013), "An efficient genetic algorithm for the design optimization of cold-formed steel portal frame buildings", Steel Compos. Struct., Int. J., 15(5), 519-538. https://doi.org/10.12989/scs.2013.15.5.519
- Piyawat, K., Ramseyer, C. and Kang, T.H.-K. (2011), "Nonlinear buckling of built-up cold-formed sections", Int. J. Theor. Appl. Multiscale Mech., 2(2), 146-164. https://doi.org/10.1504/IJTAMM.2011.043536
- Piyawat, K., Ramseyer, C. and Kang, T.H.-K. (2013), "Development of an axial load capacity equation for doubly-symmetric built-up cold-formed sections", ASCE J. Struct. Eng., 139(12), 04013008. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000780
- Valsa Ipe, T., Sharada Bai, H., Manjula Vani, K. and Iqbal, M.M.Z. (2013), "Flexural behavior of cold-formed steel concrete composite beams", Steel Compos. Struct., Int. J., 14(2), 105-120. https://doi.org/10.12989/scs.2013.14.2.105
- Wehbe, N., Bahmani, P. and Wehbe, A. (2013), "Behavior of concrete/cold formed steel composite beams:Experimental development of a novel structural system", Int. J. Concrete Struct. Mater., 7(1), 51-59. https://doi.org/10.1007/s40069-013-0031-6
- Whittle, J. and Ramseyer, C. (2009), "Buckling capacities of axially loaded, cold-formed, built-up C-channels", Thin-Wall. Struct., 47(2), 190-201. https://doi.org/10.1016/j.tws.2008.05.014
피인용 문헌
- Fuzzy analysis for stability of steel frame with fixity factor modeled as triangular fuzzy number vol.2, pp.1, 2017, https://doi.org/10.12989/acd.2017.2.1.029
- Strength and stiffness of cold-formed steel portal frame joints using quasi-static finite element analysis vol.25, pp.6, 2015, https://doi.org/10.12989/scs.2017.25.6.727
- Nonlinear behavior of axially loaded back-to-back built-up cold-formed steel un-lipped channel sections vol.28, pp.2, 2015, https://doi.org/10.12989/scs.2018.28.2.233
- Study on axial compressive behavior of quadruple C-channel built-up cold-formed steel columns vol.70, pp.4, 2015, https://doi.org/10.12989/sem.2019.70.4.499
- Experimental and numerical investigations on axial strength of back-to-back built-up cold-formed steel angle columns vol.31, pp.6, 2019, https://doi.org/10.12989/scs.2019.31.6.601
- Structural behavior of intermediate length cold-formed steel rack columns with C-stitches vol.13, pp.4, 2015, https://doi.org/10.1007/s11709-019-0528-4
- Finite element modelling of back-to-back built-up cold-formed stainless-steel lipped channels under axial compression vol.33, pp.1, 2015, https://doi.org/10.12989/scs.2019.33.1.037
- Effect of angle stiffeners on the flexural strength and stiffness of cold-formed steel beams vol.33, pp.2, 2019, https://doi.org/10.12989/scs.2019.33.2.225
- Flexural Strength of cold-formed steel built-up composite beams with rectangular compression flanges vol.34, pp.2, 2015, https://doi.org/10.12989/scs.2020.34.2.171
- Behavior of CFS built-up battened columns: Parametric study and design recommendations vol.74, pp.3, 2015, https://doi.org/10.12989/sem.2020.74.3.381
- Finite element analysis and design of cold-formed steel built-up closed columns with flange and web intermediate stiffeners vol.47, pp.10, 2020, https://doi.org/10.1139/cjce-2019-0063
- Study on the flexural behavior of corroded built-up cold-formed thin-walled steel beams vol.37, pp.3, 2015, https://doi.org/10.12989/scs.2020.37.3.353
- Stability analysis of cold-formed channels using mathematical programming techniques vol.16, pp.6, 2015, https://doi.org/10.1108/mmms-11-2019-0207
- Parametric study and Improved design guidelines of CFS battened built-up columns vol.40, pp.5, 2015, https://doi.org/10.12989/scs.2021.40.5.733
- Axial capacity of back-to-back built-up cold-formed stainless steel unlipped channels-Numerical investigation and parametric study vol.40, pp.5, 2015, https://doi.org/10.12989/scs.2021.40.5.761