• Journal of the Korean association of regional geographers
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• v.16 no.3
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• pp.224-248
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• 2010

This study is to analyze the Korean translation of "Goseong Chongswaerok" by O Hoeng-muk as a local governor through political ecology. It focuses on how O Hoeng-muk recognized and wrote the interrelation among weather, agriculture, local resident's life, and local policy. The results are summarized in the followings. Firstly, weather was recorded into three types of expression, simple and dynamic expression and agriculture-related expression. Its dynamics was much meaningful and important when weather was related to local resident's life and local or non-local economy and politics. Secondly, weather and local government were conflict under a particular natural condition like severe drought. And society and politics are affected by such a conflict. Thirdly, local people's demonstration was occurred under a certain condition. Bounded agency can be founded in O Hoeng-muk's behavior as a local governor like jinhyul(賑恤), rain rituals, tax collection. Fourthly, the interrelation among weather, agriculture, local people's life, and local policy implemented in a particular local like Goseong ought to be interpreted in terms of multiple scales.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.5
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• pp.96-103
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• 2019

Middle-rise reinforced concrete residential buildings account for a large portion of the Korea, and structural performance analysis are needed for problems that could occur during the construction of such buildings. Thus, a middle-rise reinforced concrete residential building with 25 stories are selected as a sample model for structural performance analysis. The structural analyses are performed by dividing a sample model into the construction stage models of the 5th, 10th, 15th, 20th and 25th floors and the completion stage models with the design completed. For the comparisons of structural performances, Eigenvalue analysis results and lateral-load-resisting capabilities and structural design performances of structural members are analyzed. As a result of analyses, it was confirmed that both the construction and completion stage do not exceed KBC criteria limits at the lateral displacement and story drift ratio, and structural design performances of structural members confirm structural safety in all components except for some members of the wall. Therefore, it was concluded that if structural stability is obtained during the completion stage of a middle-rise reinforced concrete residential building, structural stability is secured under construction.

• Proceedings of the KGS Conference
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• 2003.11a
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• pp.59-64
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• 2003

열대 서태평양에서는 연평균27개 정도의 태풍이 발생하고, 그 중 75％ 이상이 6월부터 10월 사이에 발생한다(Ho et al. 2002). 태풍 활동은 해수면 온도가 26.5'c 이상, 약한 연직 바람 시어, 평균 이상의 대류권 중층의 습기, 조건 불안정한 대기, 하층 소용돌이도가 강한 환경 조건에서 활발해진다(Gray 1979; Frank 1987). 이러한 환경에서 발생한 태풍은 주변 대규모 순환과 해수면 온도, 그리고 그 내부적 요인이 복합적으로 작용하여 매우 다양한 진로 유형을 보이는데, 태풍의 진로를 유형별로 분류하기 위한 많은 노력이 기울여져 왔다. (중략)

• 한국정책학회보
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• v.21 no.4
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• pp.147-172
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• 2012

고령사회 진입과 함께 나타난 세계 각국의 정책이슈 중 하나는 연금개혁이었다. 유럽과 중남미는 1980년대, 1990년대 및 2000년대 초, 그리고 나머지 대륙에서는 1990년대와 2000년대 초에 걸쳐서 연금개혁을 단행했다. 본 연구에서는 중층연금제도의 근간이 되는 동유럽의 개인연금과 서남북 유럽의 퇴직연금의 확산요인을 Cox 사건사 분석방법으로 파악한 후 비교분석 방법을 활용하여 정책확산 메커니즘을 탐색하였다. 분석 결과 두 지역에서 공히 사회적 압력요인 중에서는 인구규모가 영향을 미쳤고, 경제적 압력요인 중에서는 경제활동인구의 감소가 영향을 미쳤으며, 외부영향요인 중에서는 수평적 이웃효과가 영향을 미쳤다. 정책확산의 관점에서 저출산·고령화와 같은 인구구조와 이에 따른 노인부양비율은 국내에서의 일부 연금개혁과 같은 정책에는 영향을 미쳤을 수도 있지만 퇴직연금과 개인연금의 도입과 같은 정책확산에는 영향을 미치지 않은 것으로 나타났다. 따라서 정책확산 메커니즘의 관점에서 보면 사회적 압력, 경제적 압력, 그리고 수평적 이웃효과가 상호작용을 하면 정책확산으로 인한 정책변동이 나타난다는 사실을 확인할 수 있었다.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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• v.24 no.2
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• pp.332-350
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• 2019

Zonal hydrographic section measurements at $39.7^{\circ}N$ were conducted between $129.0^{\circ}E$ and $131.3^{\circ}E$ from August 7 to 25 in 2017 using an underwater glider. The glider traveled about 440 km for about 18 days along the 106 line of the regular shipboard measurements in the National Institute of Fishery Science (NIFS) and obtained twice a hydrographic section with high horizontal resolution. Even under the strong East Korea Warm Current with maximum speed of 0.8 m/s across the section, the glider successfully maintained the designated path within an RMS distance of 400 m. By comparing with the NIFS shipboard hydrographic section, it is confirmed that high spatial resolution measurements obtained from a glider were necessary to properly observe front and eddy variability in the East Sea where a typical spatial scale is smaller than the open oceans. From the glider section measurements, a new lens-shaped eddy was found in the thermocline. The lens-shaped anticyclonic eddy had 10~13 km in horizonal width and about 200 m in height like a typical submesoscale eddy resided within the thermocline, which was firstly named as Korea intrathermocline eddy (Keddy). The Keddy has the distinguishing characteristics of a typical intrathermocline eddy, such as a central core with anomalously weak stratification, a convex shaped lens bounded by the stratification anomaly, an interior maximum of velocity at 170 m, no surface appearance of the geopotential field, a small or comparable horizontal width relative to the first baroclinic Rossby radius of deformation, and the Rossby nubmer of 0.7.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.37 no.1
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• pp.17-24
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• 2024

This paper assesses the structural performance of the Daeungbojeon Hall of Magoksa in Gongju, a representative multi-tiered roof traditional timber structure from the Joseon Dynasty, under vertical loads. Employing midas Gen, a structural analysis software, we developed a three-dimensional analysis model closely resembling the actual structure. Static analysis was employed to evaluate the safety and serviceability of the main vertical and horizontal members under vertical loads. While all members met the safety and serviceability criteria, structural weaknesses were identified in the Daelyang of the lower floor, particularly as a transitional beam, necessitating improvement. For the evaluation of dynamic behavior characteristics, eigenvalue analysis was conducted, assuming a relative rotational stiffness of 5% at the main joints. The natural period was determined to be 1.105 seconds, placing it within the category of a Hanok of similar size. The first mode manifested as a translational movement in the forward and backward direction of the building.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2019.05a
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• pp.42-44
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• 2019

금회 연구대상지인 진도 해역은 WQI지수 II, III등급 해역으로, 비교적 양호한 수질상태를 유지하고 있다. 최근 대명리조트는 이곳에 대규모 휴양시설을 계획 중에 있으며, 이에 따른 오수의 해양방류는 불가피할 것으로 보인다. 따라서, 오수의 해양방류로 인하여 대상해역의 오염이 우려됨에 따라 최적의 배수시설을 건설하여 수질악화를 방지하고자 한다. 배수시설에 따른 수질영향 예측을 수행하기 위하여 Delft3D-WAQ 모듈을 이용하여 당 해역의 수질특성을 재현 및 예측하였다. 또한, 상기 모델에 의한 모의결과의 정확도를 확인하고 보완하기 위하여 수직 와확산계수의 민감도 분석을 수행하였으며, 이를 통해 신뢰도를 확보하였다. 배수시설의 방류구 이격 거리 및 수층별 방류에 따른 수질변화를 검토한 결과, 해안에서의 이격거리가 멀고 중층에 방류할 경우 가장 효과적인 희석률을 보이는 것으로 나타났다.

• Journal of Korean Society of Steel Construction
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• v.12 no.4 s.47
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• pp.339-350
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• 2000

The objective of this study is to investigate the structural behavior of the beam to column connection with reformed T-stubs and to ascertain the application of semi-rigid connection with reformed T-stubs to middle high rise buildings. The tests of steel frame using semi-rigid connections with reformed T-stub and existing T-stub were performed under cyclic loading condition. Finite element analysis was also carried out and the results of FEM were compared with results of tests. The thickness of reformed T-stub and the distance of bolt were used for parameters in the analysis. The structural behaviors of reformed T-stub were understood qualitatively and the possibility of application of semi-rigid connections with reformed T-stubs was ascertained.

• Korean Journal of Heritage: History & Science
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• v.48 no.2
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• pp.120-141
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• 2015

This paper is a preliminary study of architectural characteristics of Jangdae (general's podium), which shows one of the technical changes in fortification of Joseon Dynasty. As a facility for commands of generals and training for officers and men, it was located inside a fortress. Although it is not certain when the first Jangdae was built, the number of them dramatically increased around 18th century. Since the top priority function of the Jangdae was the prospect, it was installed at the hilly spot with open architecture. In addition, the open structure of Eupseong fortress towers on the riverside banks could simultaneously offer the functions as viewing around and Jangdae. Since Jangdae was also a place for military drills and reviews of soldiers, a wide podium was positioned at the front to muster the soldiers. This feature was standardized in the space organization of Jangdae in Joseon, and a mere podium was installed unless the topographic restrictions allows enough space. On the other hand, as a place for a commander, the hierarchy of the Jangdae was revealed through a variety of architectural characteristics. The hierarchy was assigned to the commander's space through the altitude difference, and diverse ornaments were added to show a sense of class. The floor plan of the Jangdae building can be largely categorized into rectangle and square, and the typical sizes of the former are $5{\times}4$ Kans (traditional measuring unit between two columns) and $3{\times}2$ Kans. Out of these two types, buildings of $5{\times}4$ Kans were found in flat land and eupseong fortresses with large space, and the relatively smaller ones of $3{\times}2$ Kans in mountain fortresses. All buildings of square floor plan had $3{\times}3$ Kans style, and the center Kan was twice wider than the side Kan to make the central space wide. It seems that the purpose was to secure the interior space of the upper story because the center Kan accounts for the floor area of the upper story. Some Jangdae's had internal story to form overhead space. The multi-roofed tower style with eaves attached to the upper and lower story is found exclusively in Jangdae. The buildings shows the Onkanmulim style which extends Naejinju (inner column) of the lower story to be the Byeonju (outer column) of the upper story, and the log-framed floor in the upper floor was structured by inserting the Changbang (connecting beam) between the Naejinju's and joining the log frames. In addition, the towers in eupseong fortresses had log-framed floor in the upper floor by setting up the high Nuhaju (column underneath a roof) and joining Cheongbang to the upper part of the column while it cannot be regarded as multi-roofed because only the upper part has a roof.

• Journal of the Earthquake Engineering Society of Korea
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• v.10 no.2 s.48
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• pp.11-19
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• 2006

In this paper the seismic performances of 4, 10, and 30-story staggered truss systems (STS) were evaluated by observing the force-displacement relationship up io failure. The results were compared with the seismic performance of conventional moment resisting frames and braced frames. According to the analysis results, the STS showed relatively satisfactory lateral load resisting capability. However, in the mid- to high-rise STS, plastic hinges formed first at the chords were transferred to vertical members of the vierendeel panels, which formed a week link and subsequently leaded to brittle collapse of the structure. Therefore to enhance the ductility of STS it would be necessary to reinforce the vertical bracing members of the virendeel panels so that the plastic hinges, once toned in cord members of a virendeel panel, spread out to virendeel panels of neighboring stories.