Reliable evaluation of radioactivity inventory for the nuclear power plant components and residual materials is very important for decontamination and decommissioning. This can make it possible to define optimum dismantling approaches, to determine radioactive waste management strategies, and to estimate the project costs reasonably. To calculate radioactivity of the nuclear power plant structure, various information such as interest nuclide, cross-section, decay constant, irradiation time, neutron flux, and so on is required. Especially irradiation time and neutron flux level are very changeable due to cycle specific fuel loading pattern, the plant overhaul, cycle length. However most of the radioactivity calculations have generally been performed assuming one representative or average neutron flux during the lifetime of the nuclear power plant. This assumption may include excessive conservatism because the radioactivity level has the characteristics of saturation and decay. Therefore, considering these variables as realistically as possible could prevent overestimation. In order to perform realistic radioactivity calculation, we developed monthly relative power contribution factor applying plant-specific operation history and cycle-specific neutron flux. The factors were applied to the radioactivity calculation. The calculation results ware compared with measured values of the neutron monitors that were actually installed and withdrawn from the nuclear power plant. As a result of the comparisons, there are good agreements between the calculated values and measured values. These accurate calculation results of radioactivity could contribute to the establishment of radioactive waste dismantling strategies, the classification of radioactive waste, and the deposit of disposal costs for safe and reasonable decommissioning of the nuclear power plant.

평면내 곡선교량은 편심하중뿐만 아니라 자중만으로도 비틀림하중을 받게 되고, 이는 지점부 부반력 발생의 원인이 된다. 본 논문에서는 경간장 48.8m를 가지는 단경간 곡선강박스 거더교량에 대해 내부곡률각도를 0.49∼1.35rad으로 조정하면서 곡률효과에 따라 지점에서 발생하는 수직반력을 분석하였다. 부반력 발생가능성을 고려하여 반력 크기 및 방향을 예측하기 위해 곡선교량 상부구조를 각 독립된 요소로 분리하여 반력산정식을 해석적으로 개발하였다. 콘크리트 바닥판 및 강재 하부플랜지는 각각 면의 차원을 가지는 기학학적 환형섹터로, 수평면내에서 폭이 좁게 투영되어 나타나는 상부플랜지 및 복부판은 선의 차원을 가지는 기하학적 호로 가정되었다. 제안된 반력산정식의 형식은 비교적 단순하고 그 예측값은 유한요소해석으로 얻은 값과 비교하였을 때 오차가 1% 수준으로 잘 일치하였다.