잔류물질 간이 시험법으로 EEC-4 plate test와 Charm II test가 항생물질과 합성항균제 잔류검사에 널리 이용되고 있는 바, 이들 상호간의 결과 수치를 비교, 분석한 결과 다음과 같은 결론을 얻었다. EEC-4 plate 혹은 Charm II에서 양성으로 나타난 돈육 71건에 대하여 HPLC로 정량 분석한 결과, only tetracyclines 46건, only sulfonamides와 solfonamides+tetracyclines가 각각 4건씩, amphenicols+tetracyclines와 amphenicols+sulfonamides+tetracyclines가 각각 1건씩 검출되었고, 15건에서는 검출되지 않았다. Sulfonamides 계열에서 검출된 9건의 경우, Charm-II test 결과 수치가 낮은 경우에 정량 검출량이 높게 나타났고, EEC-4 plate test결과 pH6.0, pH7.2, pH8.0모두에서 양성으로 나타나는 등 두 시험방법 간에 연관성이 있었고, chloramphenicols 계열에서 검출된 2건과 검출되지 않은 7건의 경우, Charm-II test결과 수치가 낮은 경우에는 오히려 정량 검출되지 않았으나, control point근방의 양성 수치에서는 검출량이 높게 나타날 뿐 아니라 EEC-4 plate test에서도 pH 6.0, pH 7.2, pH 8.0 모두에서 양성으로 나타나는 등 두 시험방법 간에 연관성이 있었다. 한편, tetracycline 계열의 경우, EEC-4 plate와 Charm-II간에 연관성은 없었다. 또한, EEC-4 plate와 Charm II에서 각각 양성을 나타내었으나 HPLC에서는 검출되지 않는 경우는 tetracyclines계열에서는 10.5%(6/57), sulfonamides계열의 경우는 없었고, chloramphenicols계열의 경우는 81.8%(9/11)로 각각 나타나 EEC-4 plate와 Charm II가 세 가지 잔류물질 시험에 대한 screening method로서 적합함을 알 수 있었다.

Ductile behavior and strength of concrete-filled steel(CFS) piers was supported by many quasi-static cyclic loading tests. This test method, however, only estimates the member′s deformation capacity under escalating and repetitive displacement and ignores dynamic and random aspects of an earthquake load. Therefore, to understand complete seismic behavior of the structure against an earthquake, dynamic tests such as shaking table test and pseudo-dynamic tests are required as well as quasi-static tests. In this paper, following "Seismic Performance of Concrete-Filled Steel Piers Part I : Quasi-Static Cyclic Loadint Test", the seismic behavior of CFS and steel piers designed for I-Soo overpass in Seoul in investigated by the pseudo-dynamic test. In addition, the residual strength of both piers after an earthquake is estimated by the quasi-static test. The results show that both piers have satisfactory ductility and strength against well-known EI Centro earthquake although the CFS pier has better strength and energy dissipation than the steel pier.

A lot of cargo accidents occurred due to insufficient securing in the case of marine transportation. If the residual tension of securing rope can be predicted, it will be very useful in the handling of cargo securing work of operators. It was confirmed in the previous study that the fluctuation tension cf securing rope by oscillation could be predicted. In this paper, in order to the prediction of residual tension of securing rope, the experiments were carried out to measure the residual tension of securing rope under the oscillation and cyclic loadings. The residual tensions of two tests were in good agreement with each other. It can be predicted through the cyclic loading test in the estimated fluctuation tension without oscillation test by ship motion simulator.