A tragic disaster happened by capsizing O–Ryong 501 trawler at Western Bering Sea in 1st, Dec. 2014. The disaster was caused by the severe weather and the long deferred escape from the storm in fully developed high sea. Lots of sea water from poop deck rushed into the fish ponder with fishes all together after hauling net and then remove the fishes from codend. The vessel became to incline to the one side caused by the weight and the free surface effect of flood sea waters and fishes at initial stage. In spite of crews all effort to discharge the waters, but the work was not achieved successfully. For the worse thing, the order of abandon ship was issued too late. After all, the ship capsized and sank, then almost crews became to the victims of the casualty including captain. In this paper, author carried out restrictively the calculation of dynamic factors influenced on the disaster including the weather condition and effects of the flood sea waters, and found out that the most important causes of the disaster were the decrease of stabilities, GM was decreased from 0.9m to 0.08 m, and the high waves which led to the vessel disaster.

The purpose of this paper is to examine the roll damping characteristics by bilge keels on the fishing vessel. Unlike other degree of freedom motions, roll motion is highly nonlinear. However the quantitative evaluation of roll damping combined with waves is very important for the fishing vessel. To reduce roll motion, roll motion stabilizers such as a bilge keel is used due to easy made and cheap cost rather than anti-rolling tank and fin-stabilizer. Authors paid attention to the shape of bilge keel and waves to grasp the roll damping for the fishing vessel and studied about the difference of tendencies of roll angle following the shapes of bilge keel. The model ship was the offshore large purse seiner and four types of bilge keel were used. The data from the experiments were provided and analyzed to investigate the rolling characteristics of the model ship being affected by the wave height, wave period and bilge keel shape. The results of the study showed that three types of the bilge keel have little effective, but only one has an effect on the roll damping. So bilge keel shape and its attachment method need to be a future study for the practical use in fishing vessel.

본 논문에서는 수중익주위의 비선형/비정상 자유표면 유동을 다룰 수 있는 시간영역 수치해법으로 고차 스펙트럴법과 경계적분법을 조합한 고차 스펙트럴/경계적분법을 이용하였다. 이 수치해법은 자유표면 요소수를 N이라 할 때 그 산술 계산량이 NlogN에 비례하여 증가하므로 N 이 클 때는 거의 선형적으로 증가한다. 따라서, 이 수치해법은 자유표면 유통의 계산에 있어 매우 효율적인 방법이다. 적용예로서 균속전진하는 수중익에 의한 발생파형 계산결과를 Duncan<SUP>3)</SUP>의 실험결과와 비교하였고 대체로 좋은 일치를 보이고 있다. 또한, 전진하며 상하동요하는 수중익에 의한 발생파형과 양력, 후류 보오텍스 둥을 시간영역에서 시뮬레이션하여 본 방법이 수중익주위 자유표면 유동의 다양한 문제들에 적용될 수 있는 강력한 수단임을 보였다.

In this study, CO2 reduction type quaternary component high fluidity concrete was produced with more than 80%r eduction in cement quantity to increase the use of industrial by product sand enhance construction performance, there by reducing CO2 emissions. Furthermore, theq uality properties, and CO2 reduction performance of this concrete were evaluated. As a result of the quality evaluation of quaternary component blended high fluidity concrete with CO₂reduction, the target performance could be achieved with a 80% or more reduction of cement quantity by mixing a large amount of industrial byproducts. The required performance level was obtained even though the flow, mechanics, and durability characteristics decreased a little compared to conventional mix.

With the increasing use of pumping to place concrete, the development and refinement of the industry practice to ensure successful concrete pumping is becoming an important need for the concrete construction industry.

This paper summarizes the technical methods associated with concrete pumping and the development in concrete pumping that have been published in the technical literature and identifies future research needed for the industry to develop best practices for ensuring successful concrete pumping in the field.

In experimental results, the prediction equation for 28 day-strength of GGBF slag concrete could be produced through the linear regression analysis of early strength and 28 day-strength. In order to acquire the reliability, all mixture were repeated as 3 times and each mixture order was carried out by random sampling. The prediction equation for 28 day-strength of GGBF slag concrete by 1 day strength won the good reliability.

In experimental results, the prediction equation for 28 day-strength of GGBF slag concrete could be produced through the linear regression analysis of early strength and 28 day-strength. In order to acquire the reliability, all mixture were repeated as 3 times and each mixture order was carried out by random sampling. The prediction equation for 28 day-strength of GGBF slag concrete by 1-day strength won the good reliability.