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임정희(Jeonghee Lim) 국제법평론회 2023 국제법평론 Vol.- No.64
The Part XII of the UNCLOS, entitled “Protection and Preservation of the Marine Environment,” is by nature a framework and does not contain detailed norms and contents. Therefore, the role of due diligence in understanding and implementing marine environmental protection is critical. Due diligence can fill the gap in the content of specific obligations, serve as a criteria for fulfilling the obligation to protect the marine environment, and act as a factor to strengthen such obligation. With regard to the obligation to protect the marine environment, considering it merely element for determining breach of the obligations in the context of “State responsibility” has a limitation. Because the nature of the marine environment protection obligation requires the prevention of the pollution or harm to the marine environment. Given the nature of the primary obligation, due diligence can perform the function to bridge the gap between primary and secondary obligations. As due diligence is a flexible and variable concept, states can strengthen obligations to protect the marine environment and prevent marine pollution by reflecting the higher standards enabled by technological development. However, there is a concern that the flexible nature of this concept allows countries to have broader discretion in fulfilling obligations. This is because there is room for countries to interpret the degree of their obligations differently due to the subjective characteristics of expressions such as “all appropriate,” “as much as possible,” “necessary,” and “effective.” Recognizing these limitations, it would be desirable to enforce compliance with the proceduralization of the due diligence obligations. This includes developing each procedural obligation for the protection of marine environment and defining the forms and criteria of the due diligence obligation within the context of each procedural obligation. By doing so, countries can ensure that due diligence is implemented consistently and effectively in protecting the marine environment.
권민호 ( Kwon Min Ho ),김진섭 ( Kim Jin Sup ),임정희 ( Lim Jeonghee ),정영석 ( Jung Youngsuk ) 한국구조물진단유지관리공학회 2017 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.21 No.2
Numerical behavior of GFRP(Fiber Reinforced Polymer) infill panel in steel frame structure was evaluated through the finite element analysis in this study. In order to numerical analysis, a experimental test results was used to develop a three dimensional finite element model of steel frame specimen. Based on the developed three dimensional finite element model of steel frame specimen, the behavior of GFRP infill panel in the steel frame specimen was evaluated. From the numerical analysis results, strength of the steel frame specimen with GFRP infill panel was governed by GFRP infill panel. Also, diagonal compression behavior governed the GFRP infill panel in the steel frame specimen in the numerical analysis results.
권민호 ( Kwon¸ Min Ho ),김진섭 ( Kim¸ Jin Sup ),임정희 ( Lim¸ Jeonghee ),정영석 ( Jung Youngsuk ) 한국구조물진단유지관리공학회 2017 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.21 No.2
Numerical behavior of reinforced concrete(RC) column with GFRP seismic reinforcement was evaluated through the finite element analysis in this study. For the numerical analysis, a experimental test results was used to develop a nonlinear three dimensional finite element model of RC column with GFRP seismic reinforcement. The developed the nonlinear three dimensional finite element model of RC column with GFRP seismic reinforcement was well predicted the behavior, maximum strength and initial stiffness, of RC column with GFRP seismic reinforcement.