• Journal of the Korean association of regional geographers
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• v.16 no.5
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• pp.474-496
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• 2010

In this article I try to investigate fifteen place names presented in the area of Baekdu mountain and Duman river of "Daedongnyeojido". The aims of the investigation are to clear Jeongho Kim's understanding on the national boundary implicated in the map, to search the etymology of the place names, and to analyze the place names miswritten. Through the investigation it will be suggested that the map presents the idea of 'Tomun river = Duman river = Bungye river', and recognizes 'Abrok river-Jeonggyebi-Duman river' as the landmarks of the boundary between Joseon(Korea) and Qing(China). Through the etymological analysis of the place names it will be suggested that some place names(Bundonggang, Geongatoi, Sihuasan, Geolodong and Daedong) originated from Nuzhen(Manchurian), the other place names(Gulsan and Guambong) originated from Korean. The location of the place names will be suggested also.

• Journal of Welding and Joining
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• v.32 no.2
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• pp.37-42
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• 2014

In this study, non-load-carrying fillet welded joints fabricated using EH grade-steel are evaluated with the structural stress approach. The thickness effect was investigated by a study on welded steel joints with thickness ranging from 25 to 80mm. As-welded joint for main plate thickness of 25 to 80mm, the fatigue strength is reduced gradually. On the other hand, in case of main plate thickness of 25 to 80mm, the structural stress concentration factor increases gradually. As a result, for structural stress approach, thickness effect is not required for correction. Based on these results, a new evaluation fillet welded joint for fatigue design purposes has been proposed FAT 125.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.20 no.4
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• pp.35-41
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• 2020

The small tracking radar is a very important component of the wire harness design because the components are organically connected. In addition, the cable connected to the signal processing unit and the servo unit having a large number of digital signals should be prepared to prevent the CPU of the signal processing unit from malfunctioning due to electromagnetic noise. Cables for signal transmission in the ◯◯ GHz band must reflect the design of temperature, vibration, and shock. To design a wire harness in a small space, the size of the connector must be minimized. The issues to be considered are described and the design plan is presented.

• Journal of the Society of Naval Architects of Korea
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• v.51 no.1
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• pp.26-33
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• 2014

In this study, Non-load-carrying EH Grade steels in fillet welded joints were evaluated with both the hot spot stress method and the 1mm stress method. The thickness effect criterion for fatigue strength evaluation of welded of welded steel structures recommendations of the IIW was used to evaluate the fatigue strength of EH40 and EH36 and Both EH40 and EH36 have been compared with FAT 125 curve recommended in the IIW. Furthermore, fatigue strength of the welded tow and the ground conditions for Non-load-carrying EH36 based on the 1mm stress method has been discussed.

• Proceedings of the Plant Resources Society of Korea Conference
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• 2019.10a
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• pp.26-26
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• 2019

본 연구는 대구광역시 남구 대명동 앞산공원 일대 관속식물을 연구하기 위해 수행되었다. 2018년 4월 13일부터 2019년 9월 17일까지 총 38회에 걸쳐 조사를 수행하였고, 확인한 관속식물은 109과 338속 523종 65변종 10품종 5아종 5교잡종 3재배품종을 포함하여 총 611분류군을 확인하였다. 이 중 산림청 국립수목원 지정 희귀식물은 28분류군(멸종위기종(CR) 왕벚나무(식재), 위기종(EN) 깽깽이풀 등 4분류군, 취약종(VU) 멱쇠채 등 8분류군, 약관심종(LC) 측백나무 등 11분류군 및 자료부족종(DD) 김의털아재비 등 4분류군), 국립수목원 지정 특산식물은 좀비비추, 노랑갈퀴, 산앵도나무 등 12분류군, 식물구계학적 특정식물은 67분류군(V등급 깽깽이풀과 왕벚나무 2분류군, IV등근 비술나무 등 4분류군, III등급 음양고비 등 16분류군, II등급 큰참나물 등 3분류군, I등급 거미고사리 등 42분류군), 귀화식물은 오리새 등 42분류군을 확인하였다. 도시화지수 및 귀화율은 각각 13.08%, 6.89%로 나타났으며 이는 우리나라 평균 귀화율보다 다소 낮은 수치이다. 선행연구와의 목록 비교 결과 210분류군을 추가적으로 확인하였다. 이는 약 30년간 연구대상지의 선행연구가 이루어지지 않았다는 점과 그간 식물의 오동정, 다양한 식물의 유입 및 사람들의 왕래가 잦아짐에 따른 귀화식물의 유입 등 다양한 요인으로 판단된다. 아울러 1,000만명 이상이 이용하는 앞산공원 일대 주요 희귀식물의 서식처를 보호할 수 있는 방안이 필요할 것으로 판단된다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.11
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• pp.683-692
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• 2020

A joint displacement resistance evaluation method for selecting waterproofing materials in railway bridge decks is proposed. The displacement range for an evaluation is determined by finite element method (FEM) analysis of a load case based on an existing high-speed PSC Girder Box railroad bridge structure. The FEM analysis results were used to calculate the minimum joint displacement range to be applied during testing (approximately 1.5 mm). For the evaluation, four commonly used waterproofing membrane types, cementitious slurry coating (CSC), polyurethane coating system (PCS), self-adhesive asphalt sheet (SAS), and composite asphalt sheet (CAS), were tested, with five specimens of each membrane type. The joint displacement width range conditions, including the minimum displacement range obtained from FEM analysis, were set to be the incrementing interval, from 1.5, 3.0, 4.5, and 6.0 mm. The proposal for the evaluation criteria and the specimen test results demonstrated how the evaluation method is important for the sustainability of high-speed railway bridges.