Abstract—A great deal of research is being carried out on dry and prefabricated construction methods with a precast composite structural system. This study investigates the joint behavior and calculates structural capacity of a Smart frame, which is a steel-reinforced concrete structural system developed by researchers in a structural experiment. The structural experiment discovered that flexural moment capacity improved by 46.8% in Smart columns compared to reinforced concrete columns. This study is expected to contribute to structural design.
Index Terms—Joint, precast composite structural system, smart frame, strain compability, structural experiment joint.
The authors are with the Dept. of Architectural Engineering, Kyung Hee Univ., 1732 Deogyeong-dearo, Giheung-gu, Yongin-si, Gyeonggi-do, Korea (e-mail: yunyj@khu.ac.kr, hongwk@khu.ac.kr, kimskuk@khu.ac.kr , jtkim@khu.ac.kr)
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Cite: Yeo-Jin Yun, Won-Kee Hong, Sunkuk Kim, and Jeong Tai Kim, "Experimental and Analytical Investigation of Column- Beam Joints with Smart Frame Based on Strain Compatibility," International Journal of Engineering and Technology vol. 7, no. 4, pp. 317-320, 2015.
