과제정보
본 연구는 국토교통부 주거환경연구개발사업의 연구비지원 (21RERP-B099826-07)에 의해 수행되었음.
참고문헌
- Kim, S., Lee, C., Seo, S., & Lee, L. (2002). Shear Capacity of Composite Basement Walls, Journal of the Korea Concrete Institute, 14(3), 321-330. https://doi.org/10.4334/JKCI.2002.14.3.321
- Korea Agency for Technology and Standards (2016), KS B 0801 Method of Tensile Test for Metallic Materials (KS B 0802)
- Korea Agency for Technology and Standards (2017), Test Pieces for Tensile Test for Metallic Materials (KS B 0801)
- Kwon, Y., Li, C., Seo, S., & Lee, L. (2001). Flexural Capacity of Inverted T-Shaped Composite Basement Wall, Journal of Architectural Institute of Korea, 17(2), 61-68.
- Li, C., Kim, S., Seo, S., & Lee, L. (2003). Experimental Investigation of Flexural Capacity of Inverted T-Shaped Composite Basement Wall, Journal of Building Structure, 33(1), 36-40.
- Ministry of Land, Infrastructure and Transport (2017). Design code for steel structure, KDS 14 31 10.
- Park, R. (1989). Evaluation of Ductility of Structures and Structural Assemblages from Laboratory Testing, Bulletin of the New Zealand National Society for Earthquake Engineering, 22(3), 61-70.
- Seo, S. Hwang, K., Choi, C., & Lee, L. (2005). Behavior and Design of Hybrid Basement Wall System in Building Composited with Architectural Retaining Wall and Sheet H-Pile, Concrete magazine, 17(6).
- Seo, S., & Kim, H. (2020). Analysis and Design on the Flexural Behavior of Composite Basement Wall Through Nonlinear Sectional Analysis Journal of Architectural Institute of Korea, 36(2), 145-153.
- Seo, S., Lee, S., Lee, L., & Jang. J. (2004). Composite basement wall for building composited with RC wall and H-pile for sheet, Magazine of korea KSMI, 8(2), 30-37.
- Seo, S., Kim, S., & Yoon, Y. (2010). The Effect of Composite Ratio and Wall Thickness on the Shear Behavior of Composite Basement Wall, Journal of Korea Institue for Structural Maintenance and Inspection, 14(1), 93-101.
- Seo, S., Park, J., & Lee, L. (2006). Verification on the Flexural Behavior of Inverted T-Shaped Composite Basement Wall Subjected to Lateral Earth Load, Journal of Architectural Institute of Korea, 22(2), 11-18.