• Proceedings of the Korean Institute of Building Construction Conference
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• 2013.11a
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• pp.177-178
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• 2013

Steel structures of the seaside area are naturally led to surface corrosion due to incoming salt. Signature measures for this are to replace steel with steel material with a high corrosion-resistance and to block salt and other deteriorative factors beforehand through finishing work such as surface coating. However, the variety in steel materials, finishing type, and construction methods makes adhesive weight of incoming salt different depending on each type. For this research, measurement results derived from an enhancement experiment on artificial incoming salt adhesive to 4 steel finishing types and 2 material types identified a difference of adhesive weight by each sampler.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.36 no.6
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• pp.14-19
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• 2007

• Journal of the Korea Institute of Building Construction
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• v.15 no.2
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• pp.143-151
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• 2015

Many studies have investigated the airborne chlorides that can weaken the overall durability of the concrete structures due to the corrosion of steel materials, but most of the studies have aimed to examine weathering by exposing various construction materials to the actual oceanic environment. However, with the exposure test, it was difficult to find the threshold of precise corrosive amount of airborne chlorides due to diverse deteriorating environmental factors such as ultraviolet ray, acid rain, floating material from industrial pollution as well as airborne chlorides. Therefore, in this study, an airborne chloride simulator was set up, in oder to conduct a corrosion accelerating test for steels coated by five different finishing materials. As results, it was found that the corrosion began to be observed at $0.58{\sim}0.73mg/dm^2$ for no-coated steel, at $7.89{\sim}8.46mg/dm^2$for urethane-coated steel, at $57.95{\sim}69.48mg/dm^2$ for red lead-coated steel, and at $80.73{\sim}89.35mg/dm^2$ for stainless-coated steel, respectively. Hence, these specific data can be considered as the threshold ranges of corrosion for each coating material for steel.

• Proceedings of the Korea Inteligent Information System Society Conference
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• 2006.06a
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• pp.279-287
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• 2006

최근 컨테이너 터미널의 생산성 향상을 위한 자동화가 국내외에서 활발히 이루어지고 있다. 이에 따라 자동화 컨테이너 터미널의 주요 자원을 효율정으로 운영하는 방안에 대한 연구가 진행되어 왔다. 본 논문에서는 자동화 수평 장치장을 대상으로 ATC 작업 할당 휴리스틱과 YT 배정 휴리스틱을 조합하여 시뮬레이션으로 평가해 본다. 더불어 효율적인 장치 전략과 YT 풀링 범위를 알아보고자 한다. 실험 결과 연구되는 본선 작업들을 두 기의 ATC가 하나씩 번갈아 가며 수행하도록 컨테이너를 분산 장치하고 ATC의 작업 예상 완료 시각을 고려하여 마감 시각이 가장 빠른 작업을 우선 처리하는 작업 할당 휴리스틱과 터미널 전체에서 가장 먼저 올 수 있는 YT에 작업을 배정하는 휴리스틱 조합이 가장 효율적 이었다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2014.11a
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• pp.59-60
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• 2014

To prevent the rusting of steel, a variety of finishing materials has been applied. When steel is exposed to an extreme chloride environment, however, the thermal performance and aging of the finishing materials cause the material to lose its rust protective performance. In this study, an accelerated corrosion test was performed on five different finishing materials for steel, to determine the critical values of corrosion. As the result, the critical value of corrosion was found with no coat between 0.58mg/d㎡ and 0.73mg/d㎡, with urethane coat between 7.89mg/d㎡~8.46mg/d㎡, with one-layered red lead coat between 57.95mg/d㎡ and 69.48mg/d㎡, and with staleness201 between 80.73mg/d㎡ and 89.35mg/d㎡.

• Journal of Korean Society of Steel Construction
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• v.17 no.1 s.74
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• pp.45-52
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• 2005

The object of this study was a cold-formed steel wall stud panel sheathed by gypsum boards. In the beam-analysis, the panel was treated as a simple beam with a uniform lateral loading. The deflections were calculated by considering the primary factors that reduced the stiffness of the panel. In the column-analysis, the panel was treated as a bearing wall with an axial load. By using an energy method, nominal axial strength could be evaluated by considering both flexural buckling and torsional-flexural buckling. All calculations were programmed and compared with the results of the experiment. In the beam-analysis, experimental deflections were close to theoretical deflections. In the column-analysis, the experimental values were also close to theoretical values in axial strength.