This study proposes a methodology for the regional seismic risk assessment of structural damage to buildings in Korea based on evaluating individual buildings, considering inconsistency between the administrative district border and grid lines to define seismic hazard. The accuracy of seismic hazards was enhanced by subdividing the current 2km-sized grids into ones with a smaller size. Considering the enhancement of the Korean seismic design code in 2005, existing seismic fragility functions for seismically designed buildings are revised by modifying the capacity spectrum according to the changes in seismic design load. A seismic risk index in building damage is defined using the total damaged floor area considering building size differences. The proposed seismic risk index was calculated for buildings in 29 administrative districts in 'A' city in Korea to validate the proposed assessment algorithm and risk index. In the validation procedure, sensitivity analysis was performed on the grid size, quantitative building damage measure, and seismic fragility function update.

In this study, in order to establish a strategy for developing an fire following earthquake risk assessment method that can utilize domestic public databases(building datas, etc.), the method of calculating the ignition and fire-spread among the fire following earthquake risk assessment methodologies proposed by past researchers is investigated After investigating and analyzing the methodology used in the HAZUS-MH earthquake model in the United States and the fire following earthquake risk assessment methodology in Japan, based on this, a database such as a domestic building data utilized to an fire following earthquake risk assessment method suitable for domestic circumstances (planned) was suggested.

This study aims to present a method to evaluate the relative risk of failure due to liquefaction of domestic small to medium-sized earthfill dams with a height of less than 15 m, which has little information on geotechnical properties. Based on the results of previous researches, a series of methods and procedures for estimating the probability of dam failure due to liquefaction, which calculates the probability of liquefaction occurrence of the dam body, the amount of settlement at the dam crest according to the estimation of the residual strength of the dam after liquefaction, the overtopping depth determined from the amount of settlement at the dam crest, and the probability of failure of the dam due to overtopping was explicitly presented. To this end, representative properties essential for estimating the probability of failure due to the liquefaction of small to medium-sized earthfill dams were presented. Since it is almost impossible to directly determine these representative properties for each of the target dams because it is almost impossible to obtain geotechnical property information, they were estimated and determined from the results of field and laboratory tests conducted on existing small to medium-sized earthfill dams in previous researches. The method and procedure presented in this study were applied to 12 earthfill dams on a trial basis, and the liquefaction failure probability was calculated. The analysis of the calculation results confirmed that the representative properties were reasonable and that the overall evaluation procedure and method were effective.

최근 해상풍력발전단지 등의 구조물 설치를 추진하는 사업이 증가하고 있는 추세이며, 이러한 해상장해물의 설치는 인근 해역 을 통항하는 선박에게 영향을 미칠 수 있다. 이에 본 연구는 통항로 내 장해물에 따라 통항하는 선박에게 주는 위험도를 정량적으로 평가 하는 것이 목적이다. 이를 위해 위험도에 영향을 미치는 파라미터를 선정하고, 파라미터를 기반으로 시나리오를 설정하였다. 본 연구는 위험도 평가 모델인 ES 모델을 통해 시나리오 평가를 실시하였으며, 장해물의 크기가 커지고, 장해물과의 이격거리가 커지고, 통항 속력 이 느리고, 통항량이 증가할수록 위험 비율이 높아짐을 확인하였다. 또한, 교통흐름 방향이 지정된 경우에 일반적인 교통흐름에 비해 낮 은 위험 비율을 보임을 파악하였다. 본 연구는 수행된 시나리오 결과를 기반으로 일반화 모형을 제시하여 다대포 해상풍력발전단지에 적 용하였으며, 일반화 모형을 통해 대략적인 위험 비율을 추정하는 것이 가능함을 나타냈다. 본 연구에서 제시된 일반화 모형은 해상장해물 설치에 있어 사전 참고자료로 활용될 수 있을 것으로 판단된다.

In this study, dual drainage system based runoff model was established for W-drainage area in G-si, and considering the various rainfall characteristics determined using Huff and Mononobe methods, the degree of flooding in the target area was analyzed and the risk was compared and analyzed through the risk matrix method. As a result, the Monobe method compared to the Huff method was analyzed to be suitable analysis for flooding of recent heavy rain, and the validity of the dynamic risk assessment considering the weight of the occurrence probability as the return period was verified through the risk matrix-based analysis. However, since the definition and estimating criteria of the flood risk matrix proposed in this study are based on the return period for extreme rainfall and the depth of flooding according to the results of applying the dual drainage model, there is a limitation in that it is difficult to consider the main factors which are direct impact on inland flooding such as city maintenance and life protection functions. In the future, if various factors affecting inland flood damage are reflected in addition to the amount of flood damage, the flood risk matrix concept proposed in this study can be used as basic information for preparation and prevention of inland flooding, as well as it is judged that it can be considered as a major evaluation item in the selection of the priority management area for sewage maintenance for countermeasures against inland flooding.

In this study, dual drainage system based runoff model was established for W-drainage area in G-si, and considering the various rainfall characteristics determined using Huff and Mononobe methods, the degree of flooding in the target area was analyzed and the risk was compared and analyzed through the risk matrix method. As a result, the Monobe method compared to the Huff method was analyzed to be suitable analysis for flooding of recent heavy rain, and the validity of the dynamic risk assessment considering the weight of the occurrence probability as the return period was verified through the risk matrix-based analysis. However, since the definition and estimating criteria of the flood risk matrix proposed in this study are based on the return period for extreme rainfall and the depth of flooding according to the results of applying the dual drainage model, there is a limitation in that it is difficult to consider the main factors which are direct impact on inland flooding such as city maintenance and life protection functions. In the future, if various factors affecting inland flood damage are reflected in addition to the amount of flood damage, the flood risk matrix concept proposed in this study can be used as basic information for preparation and prevention of inland flooding, as well as it is judged that it can be considered as a major evaluation item in the selection of the priority management area for sewage maintenance for countermeasures against inland flooding.

Recently, advanced countries assessment the risk of fire to prevent large-scale damage to high-rise buildings, In addition, performance-Based design, which is a fire risk assessment, is being conducted in Korea to prevent massive damage to high-rise buildings. However, unlike advanced countries, fire risk assessment in Korea is subject to fire risk assessment only for objects subject to consent from fire-fighting facilities such as building permits, When building engineers and fire-fighting engineers assessment the risk of fire, It has always been discussed because the results vary depending on which part of the evaluation is focused between economic feasibility and safety. Therefore, in this study, we would like to propose a fire risk assessment process suitable for domestic conditions by comparing the process of performance-based design, which is a domestic fire risk assessment, and the process of Iso/TC 16732 which is an overseas fire risk assessment.

Tuna fisheries were applied to an integrated ecosystem-based fishery risk assessment method using indexes of target species status, inhabited species in a target ecosystem, habitat quality and socio-economic benefit of affected fisheries. This study suggested more effective and efficient management measures to break away from traditional management methods, such as limitation of catch and fishing effort. The results presented that the objective risk index (ORIS) on sustainability of bigeye and yellowfin tunas by purse seine fishery was estimated high due to the high catch ratio of small fishes. The ORIs of biodiversity (ORIB) and habitat quality (ORIH) of purse seine fishery were also estimated at a high level from using fish-aggregating devices (FAD). However, due to skipjack tuna’s high catches, the ORI of socio-economic benefit (ORIE) was estimated at a very low level. Due to the high bycatch rate, ORIB was high, and ORIS and ORIH were evaluated at a low level in longline fishery. Due to strengthern of fishing restrictions and increase of fishing costs, the ORIE was assessed to be very high. The ecosystem risk index (ERI) for two tuna fisheries was assessed low, but the overall FAD management by purse seine fishery is necessary at the ecosystem level.

In seismic design standards such as KDS 41 17 00 and ASCE 7, three procedures are provided to estimate seismic demands: equivalent lateral force (ELF), response spectrum analysis (RSA), and response history analysis (RHA). In this study, two steel special moment frames (SMFs) were designed with ELF and RSA, which have been commonly used in engineering practice. The collapse probabilities of the SMFs were evaluated according to FEMA P695 methodology. It was observed that collapse probabilities varied significantly in accordance with analysis procedures. SMFs designed with RSA (RSA-SMFs) had a higher probability of collapse than SMFs designed with ELF (ELFSMFs). Furthermore, RSA-SMFs did not satisfy the target collapse probability specified in ASCE 7-16 whereas ELF-SMFs met the target probability.

Stow net fishery is one of the fishery with high fishing work accidents in southwestern sea of Korea. We conducted to serve as basic data for improving the healthy and safe working environment of fisher using risk assessment process (ISO45001) with fishermen’s occupational accidents of the National Federation of Fisheries Cooperative (NFFC) from 2016 to 2018. The average occurrence rate of victim in this fishery was 9.04%, 16.7 times more than such rate in all industries. In addition, the average fatality rate was found to have a very serious level management to 31.06‱, 27.7 times more than such rate in all industries. The safety hazards of stow net fishery was more likely to occur by other general industrial groups, with more severe consequences after the accident. According to 4M analysis, 58.6% of all accidents were caused by human factors, 24.0% by environmental factors, 16.0% by mechanical factors, and 1.5% by managerial factors, respectively. The occurrence frequency by accident type was the highest in 187 cases (32.2%) for struck by object, 158 cases (27.2%) for slipping, and 94 cases (16.2%) for being in contact with machinery. Severity is the highest for others such as diseases etc., in the order of being struck by object, being in contact with machinery, falling from above slipping, collapsing, bumping, and burning. Being struck by object, being in contact with machinery, and slipping are high-risk groups, falling from above others, bumping, and burning are medium-risk groups based on the risk assessment using the occurrence frequency and severity of accident. The obtained results are expected to contribute to the safe operation environment subsidy for fishing crews on the stow net fishing vessel.

The strategy for the management of earthquakes is shifting from post recovery to prevention; therefore, seismic performance management requires quantitative predictions of damage and the establishment of strategies for initial responses to earthquakes. Currently, seismic performance evaluation for seismic management in Korea consists of two stages: preliminary evaluation and detailed evaluation. Also, the priority of seismic performance management is determined in accordance with the preliminary evaluation. As a deterministic method, preliminary evaluation quantifies the physical condition and socio-economic importance of a facility by various predetermined indices, and the priority is decided by the relative value of the indices; however, with the deterministic method it is difficult to consider any uncertainty related to the return-year, epicenter, and propagation of seismic energy. Also this method cannot support tasks such as quantitative socio-economic damage and the provision of data for initial responses to earthquakes. Moreover, indirect damage is often greater than direct damage; therefore, a method to quantify damage is needed to enhance accuracy. In this paper, a Seismic Risk Assessment is used to quantify the cost of damage of road facilities in Pohang city and to support decision making.

서남해 해상풍력발전단지 내 선박 통항 금지와 조업 제한으로 인해 사업자와 어민간의 갈등이 심화되고 있다. 이러한 문제 해결을 위하여 국내에서도 유럽의 해상풍력발전단지와 같이 발전단지 내 선박 통항과 어로작업 허용을 검토하고 있다. 이 연구는 서남해 해상풍력발전단지 내 선박 통항을 가정하여 항로의 형태에 따른 해상교통위험도 발생비율을 ES 모델과 IWRAP을 이용하여 분석하였다. 또한, 항로의 형태(십자형 항로 및 격자형 항로)와 선박 통항량(현재, 3배, 5배, 10배)에 변화를 주어 위험도를 정량적으로 평가하였다. 주요 평가결과는 다음과 같다. 현재의 교통량에서 십자형 항로와 격자형 항로를 운영할 경우 조선부담감(종합환경스트레스치가 750 이상)이 높은 구간은 발생하지 않았으며, 연간 충돌확률도 큰 차이가 발생하지 않았다. 그러나 통항량이 현재보다 3배, 5배, 10배 증가함에 따라 교차지점에서 조선부담감과 연간 충돌확률이 급격히 증가함을 확인하였으며, 이를 통해 격자형 항로에서 교통류 분리를 통해 위험도를 효과적으로 분산시킬 수 있다는 것을 알 수 있었다. 본 연구의 결과는 서남해 해상풍력발전단지 내에서 항로설정, 항로운영방식, 안전대책 등에 활용이 가능할 것으로 기대된다.

본 연구에서는 한국에 대한 기후변화로 인한 미래 풍속의 변화를 예측하고, 건축물 외장재에 대한 풍해 위험도를 정량적으로 평가하였다. 미래의 기후변화로 인한 풍속의 변화를 예측하기 위해서 기상청에서 제공하는 RCP 시나리오와 HadGem3-RA 모델을 사용한 풍속 변화 예측치에 관한 이전 연구의 결과가 활용되었다. 강풍에 대한 위험도는 임의의 풍속에 대한 손상확률인 강풍 취약도 모델과 강풍이 발생할 확률인 강풍 위험 모형의 결과를 합성곱하여 평가 되었다. 강풍 취약도 모델은 몬테카를로 모사(Monte-Carlo simulation)를 사용하여 개발되었으며, 강풍 위험모델은 과거 태풍에 대한 자료와 몬테카를로 모사를 사용한 강풍의 발생확률 분석에 관한 이전 연구의 결과를 기초로 개발되었다. 본 연구에서는 강풍 위험도 연구의 결과를 기초로 미래 풍속의 변화로 인한 건축물의 강풍 위험도 변화를 정량적으로 분석하였다. 연구결과로부터 서울보다 남쪽 지역인 부산에 미래 강풍이 더 발생하는 것으로 파악되었다. 또한, RCP 4.5와 RCP 8.5 시나리오 하에서 부산에서의 미래 풍속의 차이가 크지 않기 때문에 강풍 위험도의 변화 역시 크지 않은 것으로 평가되었다. 본 연구에서 제안한 방법론은 미래 강풍으로 인한 피해를 예측하고 대비하기 위한 방법으로 사 용될 수 있을 것으로 판단된다. 본 연구에서의 강풍 위험도 평가를 국가 차원에 적용하기 위해서는 강풍 위험에 대한 공간적 확장과 더불어 피해 대상물에 대한 강풍 취약도의 추가적인 개발이 필요할 것으로 판단된다.

The coastal composite fishery has the highest rate of around 30.0% in registered fishing vessels of Korea for the last three years. The risk analysis for the fisher’s safety of coastal composite fishing vessels was conducted to serve as a basic data for improving the healthy and safe working environment of fisher using fisher’s occupational accidents of the national federation of fisheries cooperatives (NFFC) from 2016 to 2018 (n = 1,105). As a result, the occupational accident occurrence rate of coastal composite fishery was 3.76% in all industries, 7.8 times the rate of that. In addition, death and missing rate was found to have a serious level management to 10.10‱. Among the accidents, 76.0% occurred at sea. The slipping, others and contact with machinery or fishing gear occurred more frequently in order in the frequency of accident occurrence pattern. In the risk assessment using frequency and severity, slipping, contact with machinery and others showed high risk during fishing. The results are expected to contribute to identification and assessment of safety hazard occurred in coastal composite fishing vessels.