• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.633-633
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• 2015

재해의 발생 빈도 증가와 불규칙성, 대형화 추세에 따른 SOC 시설물 피해가 증가함에 따라 유관 기관의 재난/재해 정보 수집은 지속적으로 이루어지고 있다. 그러나 각 기관별로 자료가 분산 관리됨에 따라 선제적 재해대응 체계는 갖추어지지 못하고 있는 실정이다. 이에, 예방적 유지관리체계 구현을 위한 분산정보 공유형 재해대응 인벤토리를 구축하고자 한다. 본 인벤토리는 3차원 공간정보를 기반으로 분산 관리되고 있는 재난/재해 관련 정보를 수집하고 이렇게 수집된 데이터들의 통합적 관리를 위해 데이터 표준화를 거쳐 선제적 재해 대응의 원천 데이터로 활용될 수 있다. 본 연구에서는 인벤토리 관리/연계 모듈의 설계 방안을 마련하고자 국내외 인벤토리 관련 시스템 현황조사를 진행하고 관리 및 연계 대상 데이터의 항목을 선정하고 내용을 분류하였다. 또한, 시스템 요구사항을 수집하고 정의하고 관리/연계 모듈의 세부기능 정의를 하였다. 뿐만아니라, 프로토타입 개발을 위해 서비스 제공 형태와 데이터 제공 방식을 결정하였다. 본 연구에서 개발하고 있는 프로토타입은 Web Service 기반의 REST 방식으로 데이터를 제공할 것이며, 3차원 공간 정보를 기반으로 하고 있다. 본 연구에서는 프로토타입 개발을 위해 기본 주재도를 제작하고 연구 지역의 시설물 정보를 구축하였다. 분산정보 공유형 재해대응 인벤토리 시스템은 분산 관리되고 있는 재난/재해 정보들을 자료 송/수신 모듈을 통하여 수집하고 데이터 필터링 모듈에서 수집된 자료의 표준화와 품질측정을 진행하여 데이터의 신뢰도를 향상 시킬 것이다. 또한, 데이터 관리 모듈을 이용하여 공간정보 데이터를 검증하고 최적화 관리를 할 수 있도록 하며, 시스템 관리 모듈에서 유관기관에서 유입되는 자료들을 관리하고자 한다. 이렇게 구축된 인벤토리 시스템은 선제적 재해대응 의사결정의 원천 데이터를 제공하고 SOC 시설물의 유지관리에 활용될 수 있을 것으로 판단된다.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.22 no.3
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• pp.171-176
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• 2022

The communication signal for quick cut-off specification is defined as "design to support fast cut-off requirements of all applicable photovoltaic(PV) systems" in NEC 2014, NEC 2017 or the corresponding UL standard regardless of the system configuration. On the other hand, if you look at the domestic regulations related to new and renewable energy, the standards, regulations, and guidelines set by each institution are general, or only the parts necessary for the institution are being established and operated. There are many insufficient points to apply these things to photovoltaic facilities, and there are cases where excessive facilities are installed according to the design, inspection standards of supervisors and inspection agencies, and the skill level of inspectors. The internationally accepted IEC standards deal with various facility standards in detail. In each European country, there are separate facility regulations based on IEC. In particular, the performance and safety of devices are dealt with in detail, and in the case of 'NEC Article 690' applied in North America such as the United States, each item is described in detail. Therefore, in this paper, we will look at the details of the PV shutdown technology that is currently used and applied internationally.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.11
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• pp.9-18
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• 2020

Recently, studies of integrated management platform and performance-based maintenance decision-marking systems have proceeded to the efficient management of port facilities. The purpose of this study was to manage and operate port facilities based on performance and to provide long-term durability and budgetary execution. Thus, it is essential to secure basic data to be analyzed in an integrated platform and decision-marking system. This study derived the data linkage measures to secure port facility design and management information. The target of deriving the data linkage was the POMS (Port Facility Management System) currently in operation by the MOF (Ministry of Oceans and Fisheries). To derive data linkage, analyze the database of POMS and select the data required for the operation-integrated platform and decision-marking system. The final data linkage target was determined by compiling the requirements of the relevant experts and selecting the final target of three groups (port and facility information, management information, and user information). As a result, the API interface design was prepared for detailed linked data and data linkage framework between the linkage data of POMS. The provision of real-time data linkage between POMS and integrated platform is expected to improve the operational efficiency of the integrated platform.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.5
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• pp.102-113
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• 2021

The deterioration environments caused by de-icing salt and airborne chlorides in the seashore, evaluated in the "Detailed guideline for safety and management practice of facilities (performance evaluation)", were reviewed in terms of penetrated chlorides into concrete on various road facilities. Target concrete structures, in this study, were 4 concrete barriers in Gangwon area, 3 concrete barriers and 1 retaining wall in Busan area, and 4 bridges in Gangwon-do, Seoul, Gyeonggi-do, and Busan. The deterioration environments were classified into three categories: direct and indirect de-icing salt attack, and airborne salt attack depending on the distance to seashore and the height of pier, and the penetrated chlorides in to concrete were analyzed. The results showed that (1) the regional deterioration environments were clearly classified by de-icing salt sprayed days (snowfall days), (2) the penetrated chlorides increased significantly when leakage occurred through slabs or expansion joints, and (3) the airborne chlorides affected to a height of 20 m concrete in the seashore, Busan. From these, it could be confirmed that the chloride ion penetration properties depend on the exposed aging environment, member location and height, and deterioration status, even on the same structure, so the selection of target members and location is very important in the inspection and maintenance. If the database of penetrated chlorides properties in various deterioration environments is constructed, it is expected that the proactive durability management on concrete structures will be possible in the field.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.5
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• pp.127-134
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• 2021

When constructing a tunnel on a stable ground, stress is changed in the ground during excavation stage and installation of ground support materials. In the standards for safety evaluation of structures in use, it is suggested to perform numerical analysis reflecting the excavation stage. But method of seismic performance evaluation was not presented. Therefore, in this study, numerical analysis was performed with different analysis methods, and the results were compared and analyzed. As a result of the numerical analysis, seismic wave applied in the horizontal direction were no difference depending on the analysis methods. However, there was a big difference in the result according to the evaluation methods of tunnel member forces. When reviewing with the strength design method, the structure performance could be not satisfied depending on the existence or nonexistence of reinforcing bars. Based on these research results, it is suggested that the interpretation method should be clearly presented and reflected in the relevant standards.

• Korean Journal of Construction Engineering and Management
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• v.16 no.3
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• pp.101-112
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• 2015

In the 1950s, the concept of configuration management (CM) was started by the US Department of Defense (DOD). Later, it has begun to be applied in aerospace, software, engineering, construction, and nuclear power industry. However, configuration management (CM) in the Korean nuclear industry was firstly utilized in 2006 only for selected parts of facilities, while the US nuclear industry has applied CM for the facilities' entire systems since 1990s. Furthermore, configuration management (CM) is in its conceptual stage in the Korean nuclear industry because of ambiguous CM concepts, lacks of CM professional manpower, non-computerization, and inadequacy of CM procedures and processes. In order to address this issues, seven industries (including defense, aerospace, software, engineering, architecture, civil engineering, nuclear power) that utilize the concept of configuration management (CM) were compared and analyzed based on the CM purpose, technique, and life-cycle perspectives. By an extensive literature review and expert interviews, this paper developed a framework of configuration management (CM) for the nuclear industry. And also, a list of functions based on life-cycle stages and CM techniques are developed for clarifying CM framework in order to promote practical applications.

• Korean Journal of Construction Engineering and Management
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• v.13 no.5
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• pp.3-11
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• 2012

The most of domestic bridge has an used life under 30 years, Future maintenance budgets can be expected to increase. However, because of bridge maintenance budgets are limited, demand for asset management being performed to achieve required performance within available budget is increasing. To perform effective asset management of bridges should be made the best use of information to occur in all phase of construction project. Therefore, the development of system and DB is required to support asset management by effective information management. The objective of this study is the development of the BIM-based bridge asset management model. Through previous research survey, BIM capabilities and asset management components were established and mutual linkages were examined. Bridge asset management model was composed of alternate assessment model. In addition, BIM-based asset management model was performed case studies to verify feasibility and applicability. The proposed model can be applied to a current bridge maintenance procedures and supported to perform effective bridge maintenance tasks within a limited budget.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.2
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• pp.59-67
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• 2022

In this study, the monthly airborne chlorides flying into the offshore bridges were investigated depending on the sea level. The target structures were 9 bridges located on the western and southern coast of South Korea. The airborne chlorides were measured at different sea levels on each bridge every month during 1 year. The results showed that the strongest seasonal wind from the northwest in winter expecially have led increase of the airborne chlorides, and its effect was more significant in the western coast than the southern coast. It was also found that the airborne chlorides declined with the increase of sea level. Three types of curves were suggested for analyzing the decrease trend with the sea level, based on the airborne chlorides at the lowest measurement height of main tower. The trend was varied depending on the sea area, and even in the same sea area, the local topographic condition affected the airborne chlorides. It means that the location and local topography should be considered simultaneously for durability management in the framework of the chloride source, and then the influence of the chloride source should be classified, e.g. safe and dangerous. From these results, it is expected that it could be used as baseline data for the evaluation of the deterioration environment in the Detailed guidelines for safety and maintenance of facilities [Performance evaluation]_Bridge.

• 한국방재학회:학술대회논문집
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• 2011.02a
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• pp.28-28
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• 2011

국내의 건축물에 관한 통계정보는 국토해양부에 의해서 공표된 통계연보로서 2002년부터 매년마다 제공되고 있다.(국토해양통계누리, https : //stat.mltm.go.kr/potal/stat/yearReport.do) 건축물의 통계연보는 과거부터 2002년까지 매 3년마다 공표된 것으로 알려지고 있다. 이 통계연보에는 건축물 현황과 건축허가착공 통계가 수록되어 있다. 건축물 현황에는 2009년 말을 기준으로 기존 건축물이 전체 6,618,131동으로서 용도별, 층수와 연면적별 그리고 소유구분별 등의 구분에 따라 건축물의 동수에 관한 통계자료가 포함돼 있다. 건축허가 및 착공통계에는 용도별과 구조재료별의 분류에 따라 건축물의 동수에 관한 자료가 신축, 증축 개축 이전 대수선, 용도변경 등으로 분류되어 수록돼 있다. 한편 국내에서 건축물에 대한 내진설계기준이 1988년에 제정됨에 따라 법제화되었다. 이때 내진설계의 의무 대상건축물은 6층 이상 또는 연면적 1만$m^2$이상인 건축물로 규정되었다. 그 이후 내진설계 대상 건축물이 1996년부터 아파트는 5층 이상으로, 판매시설은 연면적 5천$m^2$이상으로 확대되었고, 2000년부터 숙박시설 오피스텔 및 기숙사는 5층 이상으로 확대되었으며, 2005년부터 내진설계 의무화 대상이 3층 이상 또는 1천$m^2$이상으로 확대되었고, 2009년부터 3층 이상 건축물의 구조안전의 확인을 위한 세부절차를 규정하여 내진설계의 실효성을 확보하고 있다. 이와 같이 내진설계의 대상 건축물이 내진설계기준을 제정한 이후 현재까지 시대의 흐름에 따라 6층 이상에서 5층 이상으로 다시 3층 이상으로 계속 확대되어왔다. 이런 환경에서 현재 시점에서 사용 중인 기존 건축물 중에 내진설계가 적용되지 아니한 건축물은 1988년 3월 1일 이전에 건축허가 된 건축물과 그 이후에 건축허가 된 3층 내지 5층 이하인 저층 건축물의 두 가지로 구분할 수 있다. 이들의 내진설계가 미적용 된 건축물에 대해서는 원칙적으로 내진보강 대책 수립 및 추진이 필요한 실정이다. 국내에서는 현재 지진재해대책법에 따라 지진재해로부터 국민의 생명과 재산을 보호하기 위하여 기존 시설물에 대한 내진대책을 추진하는 정책이 시행되고 있다. 앞으로는 이 정책의 일환으로 기존 건축물의 내진성능 확보를 위한 내진보강 대책이 구체적으로 추진될 전망이다. 이와 같이 기존 건축물에 대한 내진보강 대책을 수립하는 데는 무엇보다 그 대상 건축물의 수와 구조형식에 관한 정보가 필요하다. 이는 내진보강의 방법과 소요비용이 건축물의 층수 및 구조형식별 동수에 따라 크게 달라지기 때문이다. 이런 관점에서 살펴볼 때 내진대책의 수립에 필수인 기존 저층 건축물의 층수 및 구조형식별 동수에 관한 통계자료를 현재 건축물의 현황통계에서 손쉽게 찾아 볼 수 있으면 좋겠는데 현실은 그렇지 못한 실정이다. 현재 건축물의 현황통계에는 저층 건축물에 해당하는 층수에 관한 구분이 연대에 따라 다르고 구체적인 층수를 구분하기 어렵게 불분명한 항목으로 구성된 것과 구조형식별 분류항목이 없는 형편이다. 반면에 건축허가 및 착공통계자료에는 구조재료별 건축물 동수와 연면적에 관한 자료가 수록되어있고, 건축물 층수에 따라 분류된 통계자료는 없다. 이 연구에서는, 기존 건축물에 대한 내진보강 대책을 수립하는데 필요한 저층 건축물의 층수 및 구조재료별 동수 등에 관한 구체적인 정보를 파악하기 위하여, 건축물 통계연보에 수록된 건축물 현황통계자료에서 불명확하거나 결여된 정보를 건축허가 및 착공 통계자료로부터 얻은 정보로 보완과 보충하여 제시하고 있다. 따라서 이 연구는 기존 건축물의 내진보강 대책 수립에 필요한 5층 이하의 저층 건축물에 관한 층수별 및 구조형식별 동수에 관한 연도별 통계자료를 추정하여 제안하는데 그 목적이 있다.

• Journal of Intelligence and Information Systems
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• v.27 no.2
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• pp.55-78
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• 2021

Tosolve complex and diverse social problems and ensure the quality of life of individuals, social robots that can interact with humans are attracting attention. In the past, robots were recognized as beings that provide labor force as they put into industrial sites on behalf of humans. However, the concept of today's robot has been extended to social robots that coexist with humans and enable social interaction with the advent of Smart technology, which is considered an important driver in most industries. Specifically, there are service robots that respond to customers, the robots that have the purpose of edutainment, and the emotionalrobots that can interact with humans intimately. However, popularization of robots is not felt despite the current information environment in the modern ICT service environment and the 4th industrial revolution. Considering social interaction with users which is an important function of social robots, not only the technology of the robots but also other factors should be considered. The design elements of the robot are more important than other factors tomake consumers purchase essentially a social robot. In fact, existing studies on social robots are at the level of proposing "robot development methodology" or testing the effects provided by social robots to users in pieces. On the other hand, consumer emotions felt from the robot's appearance has an important influence in the process of forming user's perception, reasoning, evaluation and expectation. Furthermore, it can affect attitude toward robots and good feeling and performance reasoning, etc. Therefore, this study aims to verify the effect of appearance of social robot and consumer emotions on consumer's attitude toward social robot. At this time, a social robot design evaluation model is constructed by combining heterogeneous data from different sources. Specifically, the three quantitative indicator data for the appearance of social robots from the ABOT Database is included in the model. The consumer emotions of social robot design has been collected through (1) the existing design evaluation literature and (2) online buzzsuch as product reviews and blogs, (3) qualitative interviews for social robot design. Later, we collected the score of consumer emotions and attitudes toward various social robots through a large-scale consumer survey. First, we have derived the six major dimensions of consumer emotions for 23 pieces of detailed emotions through dimension reduction methodology. Then, statistical analysis was performed to verify the effect of derived consumer emotionson attitude toward social robots. Finally, the moderated regression analysis was performed to verify the effect of quantitatively collected indicators of social robot appearance on the relationship between consumer emotions and attitudes toward social robots. Interestingly, several significant moderation effects were identified, these effects are visualized with two-way interaction effect to interpret them from multidisciplinary perspectives. This study has theoretical contributions from the perspective of empirically verifying all stages from technical properties to consumer's emotion and attitudes toward social robots by linking the data from heterogeneous sources. It has practical significance that the result helps to develop the design guidelines based on consumer emotions in the design stage of social robot development.