• Smart Structures and Systems
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• 제19권6호
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• pp.653-663
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• 2017

The modal parameters of the deck of Runyang Suspension Bridge (RSB) as well as their relationships with wind and temperature are studied based on the data recorded by its Structural Health Monitoring System (SHMS). Firstly, frequency analysis on the vertical responses at the two sides of the deck is carried out to distinguish the vertical and torsional vibration modes. Then, the vertical, torsional and lateral modal parameters of the deck of RSB are identified using Hilbert-Huang Transform (HHT) and validated by the identified results before RSB was opened to traffic. On the basis of this, the modal frequencies and damping ratios of RSB during the whole process of Typhoon Masta are obtained. And the correlation analysis on the modal parameters and wind environmental factors is then conducted. Results show that the HHT can achieve an accurate modal identification of RSB and the damping ratios show an obvious decay trend as the frequencies increase. Besides, compared to frequencies, the damping ratios are more sensitive to the environmental factors, in particular, the wind speed. Further study on configuring the variation law of modal parameters related with environmental factors should be continued.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집E
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• pp.361-366
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• 2001

The present study describes a practical estimation procedure about the pantograph under several severe aerodynamic load conditions. As the operating speed of the Korean Train Express(KTX) reaches 350km/h, structural safety at various conditions should be examined at the design stage. In the present study, a compact and reliable procedure is developed to get aerodynamic loads on each part of the pantograph regarding the typhoon condition, the train/tunnel interaction, the train/train interaction and the side wind condition. In the estimation procedure, 3-dimensional steady and unsteady CFD simulation around the high speed train facilitates assigning the external local flow condition around the pantograph. The procedure is verified using the results of the low speed wind tunnel test at JARI and applied to 7 flow conditions and 4 operation configurations.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2021년도 학술발표회
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• pp.153-153
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• 2021

Storm Storm event is one of major issues in South Korea due to devastating damage at its landfall. A series of statistical study on the historical typhoon records consistently insist that the typhoon translation speed (TS) is on slowdown trend annually, and thus provides an urgent topic in assessing the extreme storm surge under future climate change. Even though TS has been regarded as a principal contributor in storm surge dynamics, only a few studies have considered its impact on the storm surge. The landfall angle (LA), another key physical factor of storm surge also needs to be further investigated along with TS. This study aims to elucidate the interaction mechanism among TS, LA, coastal geometry, and storm surge synthetically by performing a series of simulations on the idealized geometries using Delft3D FM. In the simulation, various typhoons are set up according to different combinations of TS and LA, while their trajectories are assumed to be straight with the constant wind speed and the central pressure. Then, typhoons are subjected to make landfall over a set of idealized geometries that have different depth profiles and layouts (i.e., open coasts or bays). The simulation results show that: (i) For the open coasts, the maximum surge height (MSH) increases with increasing TS. (ii) For the constant bed level, a typhoon normal to the coastline resulted in peak MSH due to the lowest effect of the coastal wave. (iii) For the continental shelf with different widths, the slow-moving typhoon will generate the peak MSH around a small LA as the shelf width becomes narrow. (iv) For the bay, MSH enlarges with the ratio of L/E (the length of main-bay axis /gate size) dropping, while the greatest MSH is at L/E=1. These findings suggest that a fast-moving typhoon perpendicular to the coastline over a broad continental shelf will likely generate the extreme storm surge hazard in the future, as well as the slow-moving typhoon will make an acute landfall over a narrow continental shelf.

• 대한토목학회논문집
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• 제7권4호
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• pp.159-165
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• 1987

본(本) 연구(硏究)에서는 특정지역에서 태풍(颱風)의 통계적(統計的) 분석(分析) 및 확률적(確率的) 기술방법(記述方法)을 이용하여 한국(韓國)의 태풍위험도분석(颱風危險度分析)에 관한 합리적(合理的) 방법(方法)을 제시(提示)하였다. 간접적(間接的) 방법(方法)으로 태풍(颱風)의 확률풍속(確率風速)을 예측하기 위해 두가지 시뮬레이션 과정(過程) 및 fitting 방법(方法)에 대해 논(論)하였다. 일반적으로 간접적(間接的) 방법(方法)으로는 Russell의 방법(方法)이 사용되고 있는데 이 방법(方法)은 특정지역에서 태풍(颱風)의 확률적(確率的) 예측을 위한 기상학적(氣象學的) 특성(特性)과 풍속장(風速場)모형(Wind field Model)에 기초를 두고 시뮬레이션 방법(方法)에 의해 약 1,000개의 태풍(颱風)을 발생시켜 통계적(統計的)으로 기저확률분포(基底確率分布)를 구한 다음, 그 결과를 Weibull분포(分布)에 fitting하도록 하고 있다. 그러나, 본(本) 연구(硏究)에서는 150년(年) 내지 200년간(年間)의 연최대풍속(年最大風速)을 발생시켜 그 data를 이용하여 Weibull분포(分布)에 직접 fitting하는 방법(方法)을 제안(提案)하였다. 수치해석(數値解析)결과, 본(本) 연구(硏究)에서 제안(提案)한 방법(方法)이 보다 효율적(效率的)이고 합리적(合理的)인 태풍(颱風)의 위험도평가방법(危險度評價方法)임을 알 수 있었다. 아울러, 제안(提案)된 확률풍속(確率風速) 예측방법(豫測方法)을 이용하여 태풍(颱風)취약지역인 남서해안(海岸) 일대에서 송전탑(送電塔)의 설계풍속(設計風速)에 대해 검토, 분석하였다.

• 한국방재학회 논문집
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• 제11권3호
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• pp.1-8
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• 2011

본 연구에서는 지리정보기반의 강풍위해지도를 개발하였으며, 이는 지표조도모형, 지형할증모형, 균일강풍지도로 구성된다. 지표조도모형은 지표조도가 지표풍에 미치는 영향을 반영하기 위해서 개발되었다. 지형에 의한 풍속할증을 반영하기 위하여 지형 할증모형을 개발하였다. 지형에 의한 풍속할증은 건축구조설계기준(2005)을 채용하여 산정하였다. 균일강풍지도는 기상자료를 이용한 빈도분석법과 태풍 시뮬레이션을 통하여 개발되었다. 본 연구에서 개발한 강풍위해성 평가방법을 통한 강풍위해지도가 강풍에 의한 손실, 피해 및 보험료율 산정에 적용될 수 있음을 보였다.

• 한국조명전기설비학회:학술대회논문집
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• 한국조명전기설비학회 2004년도 춘계학술대회 논문집
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• pp.424-428
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• 2004

A wind turbine system converts wind energy into electric energy, the system operated under normal environmental conditions. In case of particular turbulent wind flow such as typhoon, hurricane etc, the control of a blade used to a yaw control and a pitch control method. A small wind turbine has not a speed control system to only a manual tail safety brake. This paper shows a automatic tail safety brake controller based on feedback control using wind velocity. The controller composed of wired motor, relay system, steel wired motor him down a perpendicular to wind flow and then the blade speed reduced high to zero. The operation of automatic tail safety controller verified by manual test.

• 한국정밀공학회지
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• 제23권12호
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• pp.103-110
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• 2006

The rail clamp is very important device to prevent that a container crane slips along a rail due to the wind blast as well as to locate the crane in the set position during an operating mode. Recently, the design wind speed criteria were intensified from the wind speed of 16m/s to 35m/s during an operating mode, and from 50m/s to 75m/s during a stowed mode in Korea, according to the 'Inspection Criteria for Facilities and Equipments in Port' reformed after typhoon 'Maemi'. In order to design the wedge type rail clamp for the reinforced design wind speed criteria of 35m/s, we carried out the finite element analysis of the rail clamp with respect to the wedge angle, and analyzed the relationship between the wedge angle and the sliding distance of the rail clamp.

• 수산해양기술연구
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• 제31권3호
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• pp.256-263
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• 1995

득량만에서 발생되는 수괴의 연직 구조의 변동을 역학적으로 규명하기 위하여 Simpson and Hunter(1974)와 Simpson and Bowers(1981)의 에너지식을 이용하여 수괴의 연직 환합과 관련된 바람, 태양 그리고 조류 에너지를 계산하여 보았다. 그 결과 바람에너지에 비하여 태양 에너지와 조류에너지가 약 10배 종도 큼을 알 수 있었다. 그리고 태양 에너지의 경우 관측 기간 동안 큰 변동이 없는 반면 조류의 경우 대조기와 소조기대의 에너지가 약 10배 정도 차이가 남을 알 수 있었다. 이러한 결과로 미루어 볼 때 하계 득량만의 수괴의 연직 구조변동은 대.소조기 변동에 따른 조류의 세기에 의하여 결정됨을 잘 알 수 있었다. 그리고 태풍에 의한 에너지의 변동을 살펴보기 위하여 Fujita의 경험적인 태풍 모델을 도입하여 태풍이 득량만의 좌측과 우측을 통과할 때의 에너지의 변동을 살펴보았다. 그 결과 태풍 에너지는 조류 에너지의 크기와 매우 비슷하며 특히 대조기때의 조류 에너지의 크기와 매우 유사함을 알 수 있었다. 여기서 주목되는 것은 득량만에서 연직 혼합을 일으키는 10-15m/sec의 바람 에너지의 크기와 30-40cm/sec 세기의 조류가 가지고 있는 조류에너지의 크기가 매우 비슷함을 알 수 있다. 따라서 득량만의 경우 조류에 의한 수괴의 연직 혼합의 세기는 태풍 에너지와 거의 비슷함을 알 수 있다. 이러한 결과를 미루어 볼 때 대조기때의 득량만의 조류 에너지는 거의 태풍 통과시 바람 에너지와 거의 비슷함을 알 수 있었다. 이러한 연구는 Simpson(1981)의 결과와도 매우 유사하게 나타났다.

• 한국해양공학회지
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• 제18권3호
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• pp.8-12
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• 2004

The anchor is laid on the seabed, and the main engine is working against incident environmental loads in a typhoon. As the main engine is broken Mum in the storm, the anchor chain is cut and the vessel drifts. Although a ship is moored by two-point mooring lines to maintain her position, it has crashed into a rock because of a typhoon, resulting in a possible accidental oil spillage. In this paper, we studied maintenance of a ship's position, which is analyzed based on the slow motion maneuvering equations considering wave, current, and wind. To estimate wave loads, the direct integration method is employed. The current forces are calculated, using MMG (Mathematical Modeling Group). Th two-point mooring forces are quasi-statistically evaluated, using the catenary equation. Th coefficients of wind forces are modeled from Isherwood's empirical data, and the variation of wind speed is estimated by wind spectrum. The nonlinear motions of a two-point moored ship are simulated, considering wave, current, and wind load, in specific domain of time.

• 한국환경과학회지
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• 제19권3호
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• pp.353-363
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• 2010

The most efficient measures to reduce damage from natural disasters include activities which prevent disasters in advance, decrease possibility of disasters and minimize the scale of damage. Therefore, developing of the risk assessment model is very important to reduce the natural disaster damage. This study estimated a typhoon damage which is the biggest damage scale among increased natural disasters in Korea along with climate change. The results of 3-second gust at the height of 10m level from the typhoon 'Maemi' which did considerable damage to Korean in 2003, using the wind data at the height of 700 hPa. September 12th 09 LST~13th 12 LST period by the time a typhoon Maemi approached to the Korean peninsula. This study estimate damage amount using 'Fragility curve' which is the damage probability curve about a certain wind speed of the each building component factors based on wind load estimation results by using 3-second gust. But the fragility curve is not to Korea. Therefore, we use the fragility curves to FPHLM(FDFS, 2005). The result of houses damage amount is about 11 trillion 5 million won. This values are limit the 1-story detached dwelling, $62.51\sim95.56\;m^2$ of total area. Therefore, this process is possible application to other type houses.