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NTIS 바로가기한국재난정보학회논문집 = Journal of the Society of Disaster Information, v.16 no.4 = no.50, 2020년, pp.796 - 805
김운학 (School of Civil and Environmental Engineering, Hankyong National University) , 이주원 (Technical Institute, SAMHYUN P.F Co.,Ltd) , 이석민 (College of Engineering, Department of Civil Engineering, Dong-eui University)
Purpose: A static loading test was performed to evaluate the ultimate flexural strength of a girder in which 80MPa high-strength concrete was synthesized on the compressive flange of the I-shape steel girder. Method: This test is designed and fabricated two types of specimens with different shear-co...
AASHTO (2010). AASHTO LRFD Bridge Construction Specifications(3rd), US.
ACI Committee 318 (2000). Building Code Requirements for Structural Concrete(ACI 318M-14) and Commentary (ACI 318RM-14), US.
Lee, J.W.,Yang, I.W., Ha, T.Y., Lim, E., Lee, K,J. (2017). "Characteristics of flexural behavior of composite section consisting of steel girder with 80MPa high strength concrete on compressive flange." Journal of Society of Disaster, Vol. 13, No. 4, pp. 455-464.
Lim, C.H. (2014). Evaluation for the Nominal Moment Capacity of Composite Girder Considering the Partial Safety Factor, Seoul National University of Science and Technology.
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