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시설물방재
Comparison of the Differences in Impact Factor according to Loading Conditions in the Evaluation of Load Carrying Capacity of a High-speed Railway PSC BOX Girder Bridge
Junhyeok Choi
J. Korean Soc. Hazard Mitig. 2023;23(1):107-114.  Published online February 24, 2023
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A Study of Structural Behavior Rationality and Load Carrying-capacity Evaluation of Integral Abutment Bridge
Youngguk Choi, Ilyoung Jang
J. Korean Soc. Hazard Mitig. 2017;17(6):313-321.  Published online December 31, 2017
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Effect of the Number of Vehicle Moving Load Axles on Peak Impact Factor and Response Factors of Simply Supported Bridges
Sanghyun Hong, Kyung-Hoon Park, Hwasung Roh
J. Korean Soc. Hazard Mitig. 2017;17(5):233-240.  Published online October 31, 2017
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Development of Load Carrying Capacity Evaluation Model Based on Bridge Frequency Response
Hwasung Roh, Minkwan Ryu, Kyung-Hoon Park
J. Korean Soc. Hazard Mitig. 2015;15(4):169-176.  Published online August 31, 2015
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Evaluation on Vertical Load Carrying Capacity of Steel Structure by Limit Analysis
Jung Hwan Kim, Jae Hyouk Choi
J. Korean Soc. Hazard Mitig. 2012;12(4):1-8.  Published online August 31, 2012
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Reinforced Performance Evaluation of RC Slab Bridge Using Conclinic Advanced FiberWrep
Soon-Eung Park, Moon-Ho Park, Tack-Woo Lee
J. Korean Soc. Hazard Mitig. 2010;10(5):35-40.  Published online October 31, 2010
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Evaluating the Load Carrying Capacity of Aged Bridges in Consideration of the Functional Deterioration of Point Parts
Seung-Hyun Yang
J. Korean Soc. Hazard Mitig. 2010;10(2):15-22.  Published online April 30, 2010
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