1 |
Jae-Sub Lee, Bong-Ho Cho, Dae-Jin Kim, Young-Ho Kim, Flexural Performance of Composite Beam with Concrete-filled Tubular Flange, April, 2017. DOI: https://doi.org/10.3390/app7010057
|
2 |
RIST, Composite slabs and beams using steel decking, Research institute of Industrial Science and Technology, Goomibook, 2011.
|
3 |
Sung-Pil Chang, Chang-Su Shim, Composite structures, Goomibook, 2006.
|
4 |
Sang-Seup Kim, Sang-Mo Kim, Sung-Bae Kim ,Dong-Gee Seo, yu-Suk Kim, An Experimental Study on the Behavior of the T-type Steel Composite Beam, Journal of Korean Society of Steel Construction, KSSC, Vol. 16, No. 2, pp.225-233, 2004. DOI: http://www.koreascience.or.kr/article/ArticleFull Record.jsp?cn=GGJHBP_2004_v16n2s69_225
|
5 |
Byung-Wook Heo , Myong-Kwak Kwak, Kyu Woong Bae, Sang-Min Jung, Suk-Kuy Kang, Flexural Capacity of the Profiled Steel Composite Beams with Truss Deck Plate, Journal of Korean Society of Steel Construction, KSSC, Vol. 19, No. 4, pp.413-423, 2007. DOI: http://www.koreascience.or.kr/article/ArticleFull Record.jsp?cn=GGJHBP_2007_v19n4_413
|
6 |
AIK, Korea building code and commentary-structural, Architectural Institute of Korea, 2009.
|
7 |
KSSC, Standard of design of steel structure by load and resistance factor design method, Korean Society of Steel Construction, 2014.
|
8 |
AISC, Steel Construction Manual, American Institute of Steel Construction, 2011.
|
9 |
KSA, KS F 2405; Standard test method for compressive strength of concrete, Korean Industrial Standards, Korean Standards Association, 2001.
|
10 |
KSA, KS B 0801; Test pieces for tensile test for metallic materials, Korean Industrial Standards, Korean Standards Association, 2007.
|
11 |
William T. Segui, Steel Design (International Student Edition), Thomson, 2006.
|