1 |
KDS 41 31 00 Building structure standards (2019), Design Code of builking steel structrues, https://www.kcsc.re.kr.
|
2 |
Jang Dongchan, Kim Teakseong Compilation (2019), Explanation of Building Construction Ordinance, kimoondang, pp. 630-633.
|
3 |
Yun-Cheul Choi, Sang-Sup Lee, Hyun-Ki Choi, Keum-Sung Park(2017), Behavior Characteristics of U-Shape Wide Composite Beam, Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 21, No. 5, September, pp. 125-133.
DOI
|
4 |
Dong-Kwan, Kim, Byoung-Chan, Lee, Seung-Hwan, Lee (2016), Structural Capacity and Constructability of Composite Concrete Members(TSC beam & PSRC column), Magazine of the Korea Concrete Institute, Vol. 28, No. 5, September, pp. 36-42.
|
5 |
ACI 318M-14 (2014), Building Code Requirements for structural concrete and commentary, American Concrete Institute, pp.129-150.
|
6 |
Architectural Institute of Korea. (2016), Korea Building Code and Commentary, Gimoon-Dang Press.
|
7 |
Shin, H. S., Heo, B. W., Bae, K. W., and Kim, K. H. (2008), Analysis of the Load Carrying Behavior of Shear Connection at the Interface of Encased Composite Beams, Journal of Korean Society of Steel Construction, 20(1), 67-79.
|
8 |
Eivind Hognestad, Norman W. Hanson, and Douglas McHenryc (1995), Concrete Stress Distribution in Ultimate Strength Design, ACI Journal, Proceedings, Vol.52, NO.4, December, pp. 475-479.
|