• Journal of Korean Association for Spatial Structures
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• v.7 no.5
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• pp.57-65
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• 2007

After measuring wind induced response for a high-rise steel building, the damping ratio and natural frequency were analyzed in this paper. In order to examine amplitude dependence, random decrement method was used. Two methods were analyzed by comparing dynamic properties from random decrement method and half powered-band width method. In addition, through serviceability evaluation during strong wind, compatibility of two methods to Japanese guidelines for the evaluation of habitability to building vibration and national building code of Canada was considered. The amplitude dependence of the damping ratio by RD method was shown and the amplitude dependence of the natural frequency was relatively very small in an aspect of engineering sense. Moreover, the measured building was satisfied with serviceability and Japanese guideline is stricter than NBCC code.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.6
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• pp.3423-3428
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• 2014

Numerical studies were performed to evaluate the structural safety of a greenhouse under both snow and wind loads. In the case of a wind load, fluid-structure interaction (FSI) method was used to consider the local pressure distributions on the greenhouse-induced by aerodynamic characteristics. The results showed that the maximum stress and deformation occur near the junction of pipe supports and rafters of the roof, where connecting clips are installed. Moreover, the wind load is a more severe condition than a snow load. Overall, these results will be used to design a prefabricated connecting clip with easy installation and low maintenance.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2001.11a
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• pp.150-154
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• 2001

도로 및 철도에서 발생하는 소음을 저감시키기 위해 설치되는 방음벽은 흡음률, 투과손실 등과 같은 음향성능 외에도 태풍과 같은 강풍에 견딜 수 잇는 구조성능이 확보되어야 한다. 따라서, 본 논문에서는 지역별 특성 및 풍속을 고려한 풍압을 산정하는 방법을 소개하고, 풍압에 의한 방음판의 구조해석을 수행하였다. 또한, EN 1794-1의 규정에서 정하는 시험방법에 따른 방음판의 하중변형량 시험을 통하여 방음판의 구조성능을 평가하였다.

• Journal of Korean Association for Spatial Structures
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• v.4 no.1 s.11
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• pp.61-68
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• 2004

The wind tracker and structural monitoring system recorded wind and dynamic response data. The measured building is located in the moutatin in Sokcho. The damping ratio and natural frequency were analysed in this paper to obtain amplitude dependence. Amplitude dependent damping was showed clearly in the increasing rate of 9%. The tendency of dynamic properties of building obtained here are useful for the validation of dynamic properties of buildings in the evaluation of serviceability.

• Korean Journal of Heritage: History & Science
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• v.56 no.1
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• pp.118-130
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• 2023

Decay or large cavities inside trees are the main causes of trees overturning and broken branches, and structurally weakened trees are more vulnerable to strong winds and heavy snowfall. Recently, as strong winds and typhoons increase due to climate change, the damage to human life and property due to trees overturning continues to increase, and cultural assets are in a similar situation. In particular, old big trees are structurally vulnerable to external shocks such as strong winds and heavy snowfall. This study was aimed at providing a scientific basis for preventive protection measures by conducting a structural stability diagnosis of seven retusa fringe trees designated as natural monuments. For the structural stability diagnosis, tree risk assessment and internal tree defect measurements were performed. As a result of the tree risk assessment, the Retusa Fringe Trees in Sinjeon-ri, Yangsan and Gwangyangeupsu had the highest risk of broken branches due to weak branch attachment strength. As a result of the diagnosis of internal defects of cross sections of measured trees, there were suspected cavities or severe decay in all except two trees of the population of Retusa Fringe Trees in Pyeongji-ri. Natural disasters due to climate change are increasing, and the scale is getting larger, so it is very important to preemptively manage large old trees through scientific structural safety diagnosis to manage trees that are vulnerable to environmental changes.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.24 no.3
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• pp.307-317
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• 2011

This paper is to investigate the possibility of the elastic seismic design for highrise buildings through seismic performance evaluation for potential earthquakes that wind-designed highrise buildings located in strong wind zone and low seismicity can be experienced. Highrise steel diagrid frames which is the most loved structural system in recent years were wind-designed and the substantial system overstrength due to wind design procedure is verified, For the highrise steel diagrid frames, the response spectrum analysis and the seismic performance evaluation by various soil sites were conducted. It was showed that highrise steel diagrid frames with slenderness of greater than 5.2 under strong wind and low seismic zones such as Korea peninsula can resist elastically for the 500 year return period earthquake and have the possibility of seismic design for the 2400 year return period earthquake. In the member level, highrise steel diagrid frames with slenderness of greater than 5.2 all presented the immediate occupancy level regardless of soil sites for the 500 year return earthquake and excluding the $S_E$ soil site for the even 2400 year return period earthquake. In the system level, highrise steel diagrid frames with slenderness of greater than 5.2 showed the immediate occupancy level for $S_A$ and $S_B$ soil sites and the life safety for $S_C$ to $S_E$ soil site in the 500 year return period. The seismic performance level of highrise steel diagrid frames for the 2400 year return period earthquake displayed one step lower than the 500 year return period earthquake.

• Journal of Navigation and Port Research
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• v.29 no.3 s.99
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• pp.189-194
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• 2005

The berthing/deberthing manoeuvring operation is the peculiar work owned to the marine pilot and the dock master. So, in the port or the shipyard, the berthing/deberthing manoeuvring operation requires considerable concentration and bears dangerousness. In that situation, a tug utilization is getting increased and the external forces have an effect on the own ship because of moving with low advance speed. In this study, we constructed the 2-dimensional virtual ship manoeuvring simulator system with which we can carry out the berthing/deberthing manoeuvring operation by using tugs in the external forces such as strong wind. And then, we propose the objective indexes by which the degree of manoeuvring difficulty evaluated. Using the present system, we carry out manoeuvring simulation experiment in order to grasp correlation between the objective indexes proposed here and the def{ree of manoeuvring difficulty felt by operator. Lastly, we discuss the evaluation technique of manoeuvring difficulty.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.29 no.2
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• pp.131-140
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• 2016

Recent destructions of outdoor signboards have frequently been caused by strong wind, resulting in damage on the property and human livelihood. One of the major causes of the problems is inadequate implementation of structural design code to the outdoor signboards which are vulnerable to wind. This leads to this paper to present the design guideline of wind-resistant outdoor signboards. In order to estimate the design wind speed, basic wind speeds over Korea suggested by KBC(2015)(revision) are corrected with land surface roughness and topography of the terrain and installation height of the signboard. This paper also suggested the procedure of wind load estimation for different types of outdoor signboards; wall attached type, wall ribbed type and ground erected type. Since the process involves complex calculation to some extent, this paper presents summarized version of wind load estimation from non-professional point of view.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.369-369
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• 2021

기후변화로 인하여 태풍의 발생 횟수가 증가하고, 태풍 크기가 점차 대형화되며, 강도 또한 강해지는 추세에 있다. 우리나라도 매년 7월에서 10월 사이에 태풍으로 인한 피해가 발생하나, 태풍피해의 빈도나 피해 규모는 일정하지 않으며, 이는 태풍 진로와 태풍 크기 및 강도와 관계있다. 태풍에 대한 분류는 태풍의 크기와 중심부로 불어오는 풍속에 따라 강도로 구분하며, 태풍의 크기에 따른 분류는 풍속 15m/sec 이상 되는 영역의 반경에 따라 소형(300km 미만), 중형(500km미만), 대형(800km미만), 초대형(800km이상) 등 4계급 구간으로 구분하고, 태풍의 강도는 17m/s~25m/s 범위내의 태풍은 강도를 정하지 않으며, 중(25m/s~33m/s), 강(33m/s~44m/s), 매우강(44m/s~54m/s), 초강력(54m/s 이상)으로 구분한다. 최근 10년간 자연재해 중 태풍으로 인한 피해는 1조 6825억원으로 우리나라 자연재해 총피해액인 3조 6280억의 46%를 차지하며, 원인별로 가장 큰 피해를 야기하며, 또 태풍 루사, 매미는 단일 재해로는 최대규모로 알려져 있다. 태풍으로 인한 재해는 호우, 강풍, 풍랑으로 인한 피해가 동시에 발생하기 때문이며, 재해에 대한 대비 활동도 복합적으로 이루어져야 한다. 재해예방 측면에서 재해가 우려되는 기상 상황(호우, 강풍, 태풍 등)이 예측되고, 예측된 기상상황 하에서 피해 정도를 추정할 수 있다면 재해 예방을 위하여 적절한 대비를 취할 수 있을 것이다. 태풍은 적도부근 태평양에서 발생하여 이동하는데, 이동경로와 태풍강도는 기상 상황에 따라 변동이 심하므로, 태풍으로 인한 재해를 예측하고 예방하기 위한 대비에도 어려움이 있다. 또 태풍에 대한 기상특보는 태풍의 진로, 크기, 강도를 중심으로 강우량과 최대풍속이 예보되는데, 이것만으로 피해정도를 예측하는데 어려움이 있다. 본 연구에서 우리나라에 직접적인 영향을 미친 태풍을 대상으로, 태풍시 발생한 호우와 풍속이 태풍으로 인한 피해 규모와 관련이 있는 지 여부를 평가하고, 이들 관계를 밝히고자 한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.87-87
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• 2018

지난 30년간 한반도의 연평균 기온은 $1.2^{\circ}C$ 상승하여, 전세계 100년간 평균 기온 상승 $0.74^{\circ}C$에 비해 그 상승폭이 크게 증가하였다. IPCC 5차 평가보고서(2013년)의 RCP 시나리오에 따르면, 4차 평가보고서(2007년)의 SRES 시나리오에서 보다 우리나라의 기후변화 영향이 크게 증가될 것으로 예상하고 있으며, 2050년 연평균기온의 변화가 기존 $2.0^{\circ}C$에서 $3.2^{\circ}C$로, 강수량은 기존 11.5%에서 15.6%대로 증가할 것으로 전망하고 있다. 우리나라의 최근 10년간 발생한 자연재난을 살펴보면 호우, 태풍에 의한 피해가 가장 크게 나타났고, 대설, 강풍에 의한 피해가 뒤를 이었으며, 기후변화의 영향으로 재난 재해의 형태는 점차 대형화 다양화 되어가고 있다. 이러한 기후변화에 대비하여 효율적인 재난 대응 및 대책수립을 위해 재난 위험도 평가의 필요성이 증대되고 있으며 국내의 다양한 부처에서 연구를 수행하고 있다. 그러나 재난 위험도 평가체계 및 방법론이 각 연구별로 다원화되어 있고, 실무적용 또한 미흡한 실정이다. 따라서 본 연구에서는 UNISDR 등 국제기구에서 제시하는 위험도 평가방법론을 기반으로 우리나라에 적용 가능한 위험도 평가 방법론을 정립하고, 홍수, 태풍, 대설, 가뭄 등에 대한 재난 위험도 평가 기법을 개발하였다. 또한 실제 피해 통계와 평가 결과에 대한 비교 및 적정성 분석을 통해 우리나라 실정에 맞는 최적의 위험도 평가 체계 및 방법론을 구축하고자 하였다. 본 연구를 통해 위해성, 노출성, 취약성 및 저감능력 지표로 구성된 재난 위험도 평가 기법을 개발하였고, 재난 유형별 지역별 10단계, 5등급의 위험도 평가 결과를 도출하였다. 본 연구에서는 홍수, 태풍, 대설, 가뭄 등 6개 자연재난 유형에 대한 위험도 평가 지표를 개발하였으며, 향후, 국가 및 지역 재난안전관리계획에 자연재난 위험도 평가 결과 활용을 위해 후속 연구를 추진 중에 있다.