As global greenhouse gas reduction regulations are strengthened and the demand for eco-friendly energy increases, renewable energies, including offshore wind power, are growing rapidly. Unlike onshore wind power generation, offshore wind power is located in the ocean. As a result, the offshore wind power substructure is exposed to low temperatures, corrosion, and continuous fatigue loads. Therefore, selecting appropriate materials and welding techniques is crucial for durability. In this study, FCAW welding was performed on S355ML steel (EN10025) for offshore wind power applications. After the welding process, the mechanical properties of the welded joint were evaluated through tensile, low-temperature impact, and hardness tests to assess the welding condition. The study revealed that the tensile and yield strength of the welded joint were superior to those of the base material. Additionally, the impact strength at low temperatures was confirmed to exceed the standard.

PURPOSES : This study mechanically analyzed the performance of road substructures with focus on infiltration trenches of pavement substructures. METHODS: Water contents and response times for precipitation of pavement substructures were investigated via sensors buried near the infiltration trench to measure water contents. RESULTS : The results of the water contents of pavement systems constructed with an infiltration trench yield levels that were slightly increased by approximately 2% compared to those measured from general pavement systems. This water content difference of 2% resulted in a decrease in service life of less than two years. CONCLUSIONS: Service life reduction due to an infiltration trench is minimal, particularly when the trench is installed with proper caution.

본 연구는 교각의 형상에 따라 교량하부구조물에 미치는 영향에 관한 연구이다. 유수의 흐름에 의해 교각 주위에서의 하상재료가 침식, 운반. 퇴적작용을 하여 이에 따라 수로의 하상단면은 변화를 하게 된다. 본 연구에서는 흐름과 등일한 방향으로 설치된 일련연속교각에서 교각의 형상변화에 따른 국부세굴 특성을 BOSS SMS로 통하여 분석하였다.