• 한국정보통신설비학회:학술대회논문집
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• 2007.08a
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• pp.302-305
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• 2007

현재 통신용 강관전주는 상, 하로 2 분할된 강관을 조립하여 대부분 사용하고 있다. 콘크리트전주에 비해 가볍고, 길이가 짧기 때문에 도심지 등 협소한 지역에서도 시공이 가능하며 특히 소규모 인력으로 시공이 가능하다. 하지만 전주의 단면이 작아 별도의 기초 보강을 하지 않고서는 지반의 지지력이 부족하여 전주가 기울어지거나 전도되는 현상이 빈번히 발생하고 있으며, 또한 운반을 용이하게 하기 위하여 2 분할한 강관의 조립 부분에서의 꺽임 현상이 발생하여 도시 미관을 해치고 있는 실정이다. 통신전주의 안정성을 확보하기 위해서는 전주 자체가 보유한 강도를 발휘할 수 있도록 충분한 지반지지력이 확보되어 있어야 한다. 강관전주의 휨강도 실험 및 현장 지반지지력 실험을 통해 충분한 지반지지력을 확보할 수 있는 공법을 도출해 내고, 현재 강관전주의 지반지지력 보강을 위해 사용하는 콘크리트블록 설치 방식이 아닌 시공 편리성 및 안정성을 개선한 기초콘크리트 방식을 제시하고자 한다.

• Journal of the Korean Society of Marine Environment & Safety
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• v.29 no.7
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• pp.857-862
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• 2023

In order for an autonomous ship to arrive near the pier and automatically berth without the help of a tugboat or pilot, it is necessary to recognize the pier and calculate the thruster output and output angle for berthing to the pier at a fixed berthing speed under given external force conditions. Therefore, in this study, the external force and moment acting on the ship while berthing were analyzed, and the thruster output calculation for automatic berthing was designed and the basic concept for the development of the automatic berthing program was designed. The wind pressure applied to the hull by the wind while the ship is berthing was calculated based on the wind pressure area and the wind direction angle and the turning moment to rotate the ship according to the transverse force of the ship was calculated. Considering the force acting on the ship and the turning moment during berthing, a theoretical formula was presented to calculate the thruster output and output angle for berthing parallel to the pier, and the turning due to other variables was controlled by the PID controller. In addition, the basic concept for program development was presented by analyzing the input elements necessary for the theoretical formula.

• Journal of Korean Tunnelling and Underground Space Association
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• v.11 no.4
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• pp.395-401
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• 2009

One of the key design factors for the ventilation and safety system at extra long tunnel is the airflow velocity induced by the natural ventilation force. Despite of the importance, it has not been widely studied due to the complicated influencing variables and the relationship among them is difficult to quantify. At this moment none of the countries in the world defines its specific value on verified ground. It is also the case in Korea. The recent worldwide disasters by tunnel fires and demands for better air quality inside tunnel by users require the optimization of the tunnel ventilation system. This indicates why the natural ventilation force is necessary to be thoroughly studied. This paper aims at predicting the natural ventilation force at a 11 km-long tunnel which is in the stage of detailed design and will be the longest vehicle tunnel in Korea. The concept of barometric barrier which can provide the maximum possible natural ventilation force generated by the topographic effect on the external wind is applied to estimate the effect of wind pressure and the chimney effect caused by the in and outside temperature difference is also analyzed.

• Proceedings of the KAIS Fall Conference
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• 2009.12a
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• pp.881-884
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• 2009

태양열을 이용한 발전은 신재생에너지 사업으로 현재 각광을 받고 있는 분야 중의 하나이다. 본 논문에서는 3kv급 태양열 집전기를 유한요소법을 이용하여 돌풍이 불 때 풍하중에 의한 안전성을 평가하였다. 태양열 집전기는 옥외에 설치가 되므로 바람에 대한 영향을 가장 많이 받게 되는데 풍하중은 특히 강한 태풍이 불 때에 가장 높은 설계변수로 자중이나 프레임이 태양을 트레킹 할 때 생기는 동역학적인 변수보다도 크게 된다. 기존에 풍압력에 대한 산술식이 있지만 구조에 따라 적용하는 방법이 다르므로 돌풍이 불 때의 풍속을 적용, 유한요소법을 이용하여 우선 플레이트 프레임 표면에 발생하는 표면 압력을 계산하였다. 구한 표면 압력으로부터 플레이트 부분에 작용하는 하중으로 환산을 구조물에 대입하였고, 구조물이 크고 Mesh수에 문제로 인해 프레임을 두 부문으로 나누어서 포스트 부문과 플레이트 부분에 적용하여 해석하였다. 포스트의 경우에는 플레이트에서 받은 풍하중을 벡터로 나누어서 적용하였고 플레이트 부분에서 작용하는 자중을 고려하여 적용하였다. 플레이트의 경우 돌풍에 안정적이라 하더라도 변형량이 높을 경우를 적용하였다. 포스트 부분과 플레이트 연결부에서도 보강을 통하여 적정범위의 응력이 집전기에 문제가 발생할 수 있으므로 적정한 범위의 변형량을 유지하기 위해 설계변경 하여 안전한 구조물이 되도록 하였다.

• Journal of the Korea Institute of Military Science and Technology
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• v.17 no.1
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• pp.149-157
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• 2014

In this paper, we investigated the sensitivity of aerostatic force coefficients of multi-layer radom in the various wind speeds. The test was conducted in KOCED Wind Tunnel Center in Chonbuk National University, and wind speeds were in the range from 5 m/s to 26 m/s in order to determine the Reynolds number independence. The test results of present multi-layer radom were not affected by the Reynolds number, The maximum positive pressure coefficient was found to be 1.08 at the center of the front of the plane in angle of attack of 0 degree, the maximum negative pressure coefficient was -2.03 at the upper right corner in angle of attack of 120 degree, while maximum drag coefficient was 1.11 in angle of attack of 180 degree.

• Journal of Korean Association for Spatial Structures
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• v.19 no.2
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• pp.83-90
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• 2019

Most of the variable shading devices are installed outdoors, so they are greatly affected by structural safety due to external climate change, wind, rain, and snow. Especially, due to strong wind such as typhoons, safety problems may occur due to the dropout of the device. Therefore, it is necessary to secure the structural safety against the wind. Therefore, it is necessary to analyze the structural behavior of the windshield to evaluate the structural safety of the variable sunshade device. In this study, we analyze the wind pressure applied to the shading material according to the change of the length of the variable shading device, and apply it to the calculation of the wind load for the structural design of the variable shading device. The CFD (Computational Fluid Dynamic) analysis of the structure of the sample was used to analyze wind pressure magnitude and distribution. In order to estimate the wind pressure, the maximum wind loads of the static and negative pressures acting on the structure were analyzed from numerical simulation results.

• Journal of the Korean Society of Marine Environment & Safety
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• v.24 no.6
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• pp.646-653
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• 2018

Marine accidents caused by dragging anchors occur constantly due to enlargement of ships' size and unusual weather conditions. Nevertheless, vessel operators rely on their experience because the calculations of actual holding power and external forces are complex and inconvenient. The purpose of this study was to propose a program for the anchor dragging risk assessment in order to provide crew and VTSO with the information to determine easily the danger of dragging and take appropriate action. The input data in this program were composed of the ship's basic particulars, anchoring condition, and external environment etc. on calculating for the wind pressure, frictional force, drift force, and holding power. Three dragging anchor accidents were applied to the program's data input at the time of the day, then the result was assessed by 'warning', which was verified with a high confidence. As a result, the risk of dragging anchors can be predicted in advance through this program. In further studies, it is necessary to simplify the input data and improve user convenience through automatic input from various equipment.

• Journal of the Society of Naval Architects of Korea
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• v.47 no.4
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• pp.477-486
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• 2010

During sailing by wind-driven thrust on the sail, a catamaran sailing yacht generates leeway and heeling. For predicting sail force, a model test was carried out according to running attitude. Through the model test, drag and side force of the real ship was predicted. A purpose of this study is to find sail force to C.E from changed attitude during running direction. By balance of hull and sail, a heeling force of designed sail is predicted. Also through heeling force and driving force, total sail force and direction from C.E are considered with changed mast including leeway and heeling.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2007.12a
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• pp.228-229
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• 2007

Container cranes are vulnerable structure to difficult weather conditions because there is no shielding facility to protect them from high wind This study carried out to analyze the wind load have an effect on container crane according to a wind direction variation The container crane for this research is a model of a 61-ton class tint used broadly in the current ports. The dimension of an external fluid field set up 500m ${\times}$ 200m. In this study, Mean wind load conformed to the 'Design Criteria of Wind Load' in 'Load Criteria of Building Structures' and an external fluid field divided in interval of 10 degrees to analyze effect according to a wind direction From there, we carried out to the computation fluid dynamic analysis using a CFX-10 Therefore as consequence of computation fluid dynamic analysis and wind velocity experiment make a comparative study, we analyzed a wind load for construction design if container crane.

• Journal of Ocean Engineering and Technology
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• v.32 no.4
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• pp.279-286
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• 2018

The use of eco-friendly energy in the offshore plant system is expanding because conventional generators are operated by fossil fuel or natural gas. Eco-friendly energy, which replaces existing power generation methods, should be capable of generating the power for lighting protection equipment, airborne fault indication, parameter measurement, and others. Most of the eco-friendly energy used in offshore plant facilities is solar and wind power. In the case of using photovoltaic power, because the structure must be constructed based as flat solar panels, it can be damaged easily by the wind. Therefore, there is a need for a new generation system composed of a spherical structure that does not require a separate structure and is less influenced by the wind. Considering these characteristics, in this study we designed, fabricated, and tested a unit that could provide the most efficient spherical photovoltaic power generation considering wind direction and wind pressure. Our test results indicated that the proposed system reduced costs because it did not require any separate structure, used eco-friendly energy, reduced carbon dioxide emissions, and expanded the proportion of eco-friendly energy use by offshore plant facilities.