Acknowledgement
Supported by : 국토교통부
References
- ACI Committee 318. (2011). Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary, American Concrete Institute.
- Eligehausen, R., Mallee, R., & Silva, J. (2006). Anchorage in Concrete Construction 380
- Hwang, I. T., Lee, C. H., Ju, Y. K., & Kim, S. D. (2013). Shear Capacity of SAFE Friction Damper Using Break Pad of Automobile, Architectural Institute of Korea, 29(3), 13-18
- Korean Standards Association, (2010). "Standard test metho for compressive strength of concrete", KS F 2405, Korean Standards Association
- Korean Standards Association, (2007). "Test Pieces for tensile test for metallic materials", KS B 0801, Korean Standards Association.
- Lee, C. H. (2014). Structural Performance of SAFE Dampers Combining Shear-Type Friction Damper and Non-Uniform Steel Strip Damper, Korea university
- Lee, C. H., Kim, J. K., Kim, D. H., Ryu, J. Ho., & Ju, Y. K. (2016). "Numerical and experimental analysis of combined behavior of shear-type friction damper and non-uniform strip damper for multi-level seismic protection" Engineering Structure 114, 75-92 https://doi.org/10.1016/j.engstruct.2016.02.007
- Lee, D. G., Lee, C. H., Woo, W. T., & Ju, Y. K. (2016). Evaluation of Field Application of SAFE Damper for Seismic Retrofitting Journal of the Architectural Institute of Korea, 35, 157-158
- Lee. K. S. (2012). "Guideline on Seismic Evaluation and Upgrading of School Buildings', Korean Educational Development Institute
- So, B. C., Lee, C. H., & Ju, Y. K. (2015). Structural Performance of RC Frame with SAFE Damper Journal of the Korean Association for Spatial Structures, 59, 85-94
- Woo, S. K., Lee, C. H., Ju, Y. K., & Kim, S. D. (2013). "Performance Evaluation of Optimized Flexure-Dominated Steel Strip Dampers under Monotonic Loading", Architectural Institute of Korea, 29(2)