• 한국방재안전학회논문집
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• 제14권1호
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• pp.51-59
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• 2021

국토의 64%가 산지로 이루어진 우리나라에서는 하절기에 집중되어 있는 태풍과 국지성 호우로 산사태와 토석류와 같은 산지 재해 피해가 빈번하게 발생하고 있다. 연구대상 지역은 2019년 10월 태풍 미탁에 의해 토석류 피해가 발생했던 지역으로 하류부에 위치한 주택이 전파되는 등 시설물에 많은 피해가 발생했다. 본 연구에서는 침식과 퇴적 작용을 고려할 수 있는 Hyper KANAKO 모형을 이용하여 토석류 피해가 발생한 지역에 대해 수치모의를 실시하였으며, 실제 피해 면적과 모형의 분석 결과를 비교하여 모형의 적용성을 검토하였다. 수치모의 결과 대상 지역의 토석류 피해 면적은 53,875 m²로 나타났으며, 최대 유동심은 2.4 m, 평균 유동심은 1.7 m로 분석되었다.

• 한국가스학회지
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• 제15권5호
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• pp.42-49
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• 2011

현실적인 사고 피해크기 예측에 의해 사업장의 안전경영을 달성할 수 있도록 하기 위하여 인화성 가스를 사용하는 압력용기에서 가스 누출사고에 의한 피해지역과 재정적 손실에 영향을 주는 매개변수를 분석하였다. 그 결과, 재정적 손실은 조업중단 비용이 가장 크게 영향을 미쳤으며, 설비의 종류와 재질, 공정 특성 및 주변 환경을 잘 고려하는 것으로 나타났다. 또한 사업장에는 피해지역 보다 재정적 손실로 사고 피해크기를 산출하는 것이 보다 현실성이 있었다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.30-34
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• 2007

Structural integrity of railway vehicles should last for a long period against various and continuous fatigue loadings, and the carbody structures of railway vehicle are manufactured by applying multiform welding types for each material. Since the most of cracks are occurred and proceeded at the vicinity of welding area during the lifetime of carbody structure, the fatigue strength evaluation for welding area of carbody structure should have been carried out. Rotem Company has evaluated lifetime and fatigue strength of carbody structure according to the fatigue analysis based on the international standard and/or inner-official regulation. This study introduces the fatigue analysis method that we have evaluated and calculated the damages for the welding areas of carbody structure under various fatigue loading conditions using cumulative fatigue damage rule(Miner's rule) to verify whether the cumulative damage does exceed unity. This study contains the fatigue test of specimens to derive stress-life relations(S-N curve), sub-modeling analysis and the calculation of cumulative damages under fatigue loading. The fatigue analysis verifies the welding area shall be capable of withstanding under fatigue loading, identifies how critical area shall be selected and presents the principles to be used for design verification.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2005년도 춘계학술발표대회 논문집
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• pp.71-75
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• 2005

For the damage tolerance improvement of conventional laminated composites, stitching process have been utilized for providing through-thickness reinforcements. 2D preforms were stacked with S-2 glass plain weave and S-2 glass MWK (Multi-axial Warp Knit) L type. 3D preforms were fabricated using the stitching process. All composite samples were fabricated by RTM (Resin Transfer Molding) process. To examine the damage resistance performance the low speed drop weight impact test has been carried out. For the assessment of damage after the impact loading, specimens were examined by scanning image. CAI (Compressive After Impact) tests were also conducted to evaluate residual compressive strength. Compared with 2D composites, the damage area of 3D composites was reduced by 20-30% and the CAI strength showed 5-10% improvement.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2006년도 춘계학술발표회 논문집
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• pp.319-326
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• 2006

All around tile world there has been great human and economical damage continuously by disasters like the earthquakes and storms(Tsunami) in eastern asia which recently occurred, and like the New Orleams hurricane in USA. The situation is our countries damage from natural disasters due to heavy snow, storms, forest fires have been increasing In this research we obtained GSIS data of the 05' Yang-yang forest fire disaster area using multi-sensors like airborne laser data, GPS/INS, aerial photograph surveying. In result we produced digital topographical maps, digital elevation models, digital external models, digital images, infrared images. By, analyzing and comparing with past aerial photography we obtained the exact damage area, amount of damage, estimated tile areas where a landslide might occur, and we analyzed vegetations amount of damage and possibility of recovery.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.501-504
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• 2003

The purpose of this work is to introduce some fundamental stereological concepts to quantify damage parameters using X-ray CT(Computed Tomography) in the scope of CDM(Continuum Damage Mechanics). X-ray CT is a completely nondestructive technique for visualizing features in the interior of opaque solid objects, and for obtaining digital information on their 3D geometries and properties. Many researchers have introduced lots of damage parameters to model the mechanical behavior of deteriorated materials. Those damage parameters can be represented in many forms such as specific void or crack surfaces, the spacing between cracks, the specific damaged surface area, the specific damaged surface area tensor, the mean solid path among the damaged surfaces and the mean solid path tensor. Despite of many accomplishments in CDM since there is no the systematic experiment, it have limitations in application. In this situation, X-ray computed tomography is highlited by many researchers and applied in a wide range of materials including rock, bone, ceramic, metal, soft tissue and concrete.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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• pp.197-198
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• 2019

The aim of the research is evaluating the feasibility of inspection for early age frozen damage and for expansion of concrete under the various time periods of -20℃ temperature condition. When the concrete samples were exposed for 12 hours and 24 hours, the frozen depth of the concrete were 10 and 60 mm, respectively, under the wet conditions. From the experiment results of temperature and expansion, only surface area suffered frozen damage for 12 hours exposing conditions while entire area suffered frozen damage for 24 hours exposing conditions.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2006년도 학술발표회 논문집
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• pp.366-373
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• 2006

In order to reduce the secondary earthquake disaster resulting from the damage of gas facilities it is indispensable to establish an early response system on the basis of damage prediction. In this study the procedure of damage prediction for gas facilities is proposed and applied to the gas supply model area. Model area is divided into several little blocks. The soil condition and the characteristics of facilities were investigated at each block. Using fragility curves of facilities the damage level was analyzed under various seismicities. It is confirmed that the exposure gas pipe line in several blocks is damaged seriously by the collapse of building structures.

• 한국주거학회논문집
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• 제15권6호
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• pp.115-125
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• 2004

This research is inquired to the residents in Kimcheon, Kyongsang-Boukdo and in Kangnung, Yangyang, Kangwon-Do. The residents were damaged by typhoon ${\ulcorner}RUSA{\lrcorner}$ in 2002, which occurred the biggest damage in our country's natural disaster. The result of inquiry is arranged in this research. Inquiry contents arrange a current events points through the inquiry. which is about the resident's demand and confrontation caused by a big disaster occurrence; the damage present condition which is caused by typhoon ${\ulcorner}RUSA{\lrcorner},$ the countermeasure condition on damage occurrence, the necessity content of area disaster information, the difficulty factor of damage restoration, the evaluation of the government and relation group's countermeasure which is about typhoon ${\ulcorner}RUSA{\lrcorner},$ the mental and body problem after disaster occurrence. And inquiry contents present the fundamental data for establishing the area prevention of disaster plan hereafter.

• 대한원격탐사학회지
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• 제34권6_1호
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• pp.1033-1039
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• 2018

우리나라는 매년 여름철마다 태풍과 집중호우가 함께 발생하는 홍수로 인해 인명 및 재산피해가 발생한다. 특히 임진강 유역은 급경사와 좁은 하도인 상류부와, 낮은 평지인 하류부로 되어 있어 홍수에 취약한 지형을 가지고 있다. 게다가 북한 지역의 임진강 상류에 위치한 대형 댐인 황강댐에서 여름철 마다 무단방류로 인하여 피해가 발생하였다. 이런 홍수 피해를 방지하기 위해 우리나라에서는 2010년 군남홍수조절지를 건설하여 홍수피해를 방지하고 있다. 하지만 홍수조절지의 건설 이후에도 홍수조절능력이 황강댐의 최대 저수량의 20%밖에 미치지 못한다. 이에 이 연구에서는 경기북부지역의 집중호우시 발생할 수 있는 홍수 피해 위험지역을 산정하기 위하여 LAHARZ_py 프로그램을 이용하여 피해예상지역을 산출하였다. 그 결과 군남홍수조절지의 홍수조절능력을 넘는 황강댐의 방류가 발생할 시에 경기도 연천군과 파주시에 피해가 예상되었다. 추후 이 연구는 홍수 피해를 대비하기 위한 자료로 유용할 것으로 판단된다.