• 지적과 국토정보
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• 제45권2호
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• pp.87-100
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• 2015

우리나라는 자연재해로 인한 피해를 복구하기 위해 풍수해보험을 시행하고 있다. 풍수해보험은 국민안전처가 주관하며 민간보험사가 운영하는 정책보험으로 보험계약자가 부담해야 하는 보험료의 일부를 국가 및 지방자치단체에서 보조함으로써 국민이 저렴한 보험료로 예기치 못한 풍수해에 대해 능동적으로 대처할 수 있도록 하는 선진국형 재난관리제도이다. 본 연구에서는 이러한 풍수해보험 관리지도상의 보험요율 산정 시 필요한 보험목적물 GIS DB 구축과 피해율 산정과 GIS를 분석하는 방법에 대하여 연구하였다. 이번 연구에서 구축한 풍수해 보험의 보험목적물은 단독주택, 공동주택, 온실을 대상으로 하였으며 우리나라 전역의 광범위한 데이터를 어떻게 구축하고, 이 데이터를 실제 시스템을 통해 어떻게 운영할 것인지에 대한 방안을 제시하였다.

• 지적과 국토정보
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• 제45권2호
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• pp.161-173
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• 2015

최근 기후변화에 따른 집중호우로 산사태 및 토석류가 발생하여 많은 인명 및 재산피해가 발생하고 있다. 본 연구에서는 UAV 측량기술을 활용하여 산사태 평가에 필요한 DSM과 정사영상을 신속하게 구축하였으며, 이를 무한사면해석모형에 적용하여 산사태 위험도를 평가하였다. 대상지역에 대한 산사태 위험도를 평가한 결과, 산사태 위험도 구간인 $SI{\leq}1.0$에서의 분포면적이 $46,396m^2$로 분석되었으며 분포비율로는 전체지역의 18.2%로 나타났다. 특히 산사태 발생이 매우 심각하여 사면보강 대책을 시급히 시행해야 되는 구간인 $SI{\leq}0.0$의 면적은 $7,988m^2$로서 전체지역의 0.8%를 차지하는 것으로 분석되었다. 또한 사면안정지수에 의한 산사태 위험도와 물골분석에 의한 토석류 위험도를 종합적으로 검토함으로써, 집중호우 시 산사태에 따른 토석류 위험지역을 선정할 수 있었다. 본 연구에서 분석한 산사태 및 토석류 위험지역은 향후 사면보강이나 주민안전대책 수립을 위한 의사결정 자료로 활용될 수 있을 것으로 판단된다.

• Structural Engineering and Mechanics
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• 제53권4호
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• pp.791-818
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• 2015

RC buildings constitute the prevailing type of construction in earthquake-prone region like Kathmandu Valley. Most of these building constructions were based on conventional methods. In this context, the present paper studied the seismic behaviour of existing RC buildings in Kathmandu Valley. For this, four representative building structures with different design and construction, namely a building: (a) representing the non-engineered construction (RC1 and RC2) and (b) engineered construction (RC3 and RC4) has been selected for analysis. The dynamic properties of the case study building models are analyzed and the corresponding interaction with seismic action is studied by means of non-linear analyses. The structural response measures such as capacity curve, inter-storey drift and the effect of geometric non-linearities are evaluated for the two orthogonal directions. The effect of plan and vertical irregularity on the performance of the structures was studied by comparing the results of two engineered buildings. This was achieved through non-linear dynamic analysis with a synthetic earthquake subjected to X, Y and $45^{\circ}$ loading directions. The nature of the capacity curve represents the strong impact of the P-delta effect, leading to a reduction of the global lateral stiffness and reducing the strength of the structure. The non-engineered structures experience inter-storey drift demands higher than the engineered building models. Moreover, these buildings have very low lateral resistant, lesser the stiffness and limited ductility. Finally, a seismic safety assessment is performed based on the proposed drift limits. Result indicates that most of the existing buildings in Nepal exhibit inadequate seismic performance.

• Archives of Plastic Surgery
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• 제43권6호
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• pp.538-543
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• 2016

Background Cutaneous squamous cell carcinoma (SCC), which occurs in keratinocytes of the epidermis and is the second most common skin cancer, has a more invasive growth pattern and higher potential to metastasize than basal cell carcinoma. Total excision of the primary tumor is the treatment of choice. For clear excision of the tumor, invasion depth is one of the most important factors. This study was conducted to clarify the relationship between the size and the invasion depth of cutaneous SCC. Methods Twenty-six cases were collected for this prospective study. Frozen biopsies were examined after complete resection of the tumor, followed by histological confirmation by pathological examination. The major and minor axis lengths of the tumor, the invasion depth, and the level of invasion were measured. Recurrence or metastasis was recorded through regular follow-up. Results The Pearson correlation coefficient was used for statistical analysis. Significant results were observed for the relationship between the major and minor axis lengths and the invasion depth of the tumor (0.747, 0.773). No cases of recurrence or metastasis were observed. Conclusions In head and neck cutaneous SCC, the invasion depth of the tumor is closely related to the major and minor axis lengths of the tumor. Therefore, the invasion depth of the tumor can be estimated by measuring the size of the tumor, and a standard vertical safety margin for head and neck cutaneous SCC can be established, which could be helpful in the development of a preoperative reconstruction plan.

• 시스템엔지니어링학술지
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• 제14권1호
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• pp.63-71
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• 2018

This paper discusses decommissioning procedure requirements management using requirement engineering to systematically manage the technical requirements and criteria that are required in decontamination and decommissioning activities, and the regulatory requirements that should be complied with in a decommissioning strategy for research reactors and nuclear power plants. A schema was designed to establish the traceability and change management related to the linkage between the regulatory requirements and technical criteria after classifying the procedures into four groups during the full life-cycle of the decommissioning. The results confirmed that the designed schema was successfully traced in accordance with the regulatory requirements and technical criteria required by various fields in terms of decontamination and decommissioning activities. In addition, the changes before and after the revision of the Nuclear Safety Act were also determined. The dismantling procedure requirement management system secured through this study is expected to be a useful tool in the integrated management of radioactive waste, as well as in the dismantling of research reactor and nuclear facilities.

• Earthquakes and Structures
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• 제10권2호
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• pp.329-350
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• 2016

A parametric study was conducted to investigate the seismic deformation demands in terms of drift ratio, plastic base rotation and compression strain on rectangular wall members in frame-wall systems. The wall index defined as ratio of total wall area to the floor plan area was kept as variable in frame-wall models and its relation with the seismic demand at the base of the wall was investigated. The wall indexes of analyzed models are in the range of 0.2-2%. 4, 8 and 12-story frame-wall models were created. The seismic behavior of frame-wall models were calculated using nonlinear time-history analysis and design spectrum matched ground motion set. Analyses results revealed that the increased wall index led to significant reduction in the top and inter-story displacement demands especially for 4-story models. The calculated average inter-story drift decreased from 1.5% to 0.5% for 4-story models. The average drift ratio in 8- and 12-story models has changed from approximately 1.5% to 0.75%. As the wall index increases, the dispersion in the calculated drifts due to ground motion variability decreased considerably. This is mainly due to increase in the lateral stiffness of models that leads their fundamental period of vibration to fall into zone of the response spectra that has smaller dispersion for scaled ground motion data set. When walls were assessed according to plastic rotation limits defined in ASCE/SEI 41, it was seen that the walls in frame-wall systems with low wall index in the range of 0.2-0.6% could seldom survive the design earthquake without major damage. Concrete compressive strains calculated in all frame-wall structures were much higher than the limit allowed for design, ${\varepsilon}_c$=0.0035, so confinement is required at the boundaries. For rectangular walls above the wall index value of 1.0% nearly all walls assure at least life safety (LS) performance criteria. It is proposed that in the design of dual systems where frames and walls are connected by link and transverse beams, the minimum value of wall index should be greater than 0.6%, in order to prevent excessive damage to wall members.

• 한국지반환경공학회 논문집
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• 제8권6호
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• pp.13-19
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• 2007

본 연구에서는 ${\bigcirc}{\bigcirc}$ 도시철도 ${\bigcirc}$ 호선 ${\bigcirc}$ 공구의 지중 전력구관로 매설공사 후 발생한 합성수지 직관의 파손에 대한 원인을 고찰하기 위하여 문헌연구를 통하여 설계 및 구조해석에 사용된 매개변수를 분석하였다. 그리고 현장조건을 면밀히 분석하고 현장 관로를 모사한 관로의 시험시공 및 물다짐 시험을 수행하였다. 또한, 송전관로의 구조적 안정성과 수치해석을 통한 송전관로 기초지반 침하영향 검토를 수행하였다. 수행결과 물다짐에 의하여 얻을 수 있는 상대밀도는 보통 이상이었으며 시방기준에 의거한 상대다짐도는 양호한 물다짐을 수행할 경우 90%정도의 결과를 얻을 수 있었다.

• 한국주거학회:학술대회논문집
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• 한국주거학회 2009년도 추계학술발표대회 논문집
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• pp.151-155
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• 2009

With the recent increase in the number of foreign settlers in our country, we need a societal system which they can adapt well in. In order to successfully settle in our society, the marriage immigrants who especially plan a life in a new environment should be supported with support programs, especially to help them adapt to their very basic housing environment as their daily environment. From this research, through a program analysis of multi-cultural family support centre, the societal support helping to adapt to the residential environment for marriage immigrants in each nation was examined, and grasp an understanding on their adaptation to the housing environment by conducting interviews about housing environment adaptation examples. From the result of analyzing the 100 programs of the multi-cultural family support system, it could be seen that for the marriage immigrants to adapt, various programs are needed. In other words, there are effective programs for the early settlement of the marriage immigrants such as Korean education, tradition culture education, provision of district daily information, but it could be seen that heavier education was needed for, than for the sake of the marriage immigrants who took such education. Through adaptation case examples of 8 marriage immigrants from 5 different countries, it was realizable that the housing problems the marriage immigrants go through, are not limited to themselves, but also are related to the safety of their family and adaptation problems with their children. Therefore, by developing an adaptation program to help with housing environmental adaptation, the lives of the marriage immigrants' families will be supported, and will support early settlement, which then basic preparation for human resources as district societal use will be needed. By developing a program with a housing environmental professional, and if there is a positive effect and achievement, it is expected that there will be a standard program system available for all marriage immigrants.

• 가정과삶의질연구
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• 제21권1호
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• pp.1-12
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• 2003

Day care center for the elderly is an alternative for community care for frail elderly who need social participation and physical cares and services outside the family. The purpose of this study was to identify the present situation of day care center for the elderly and to suggest desirable interior space plans for elderly day care center. Data were collected by two ways; a mail survey and case studies of existing day care centers. Five cases of day care centers were analyzed to find out Physical and space problems, available programs and services. Also, the staffs in 96 day care centers for the elderly in nationwide were selected for a mail survey and 68.8 percentage of all was collected and analyzed. From the result of case studies, narrow space and lack of accessibility features for wheelchair or other prosthetic devices were the major problems. From the result of a mail survey analysis, the elderly users were over 73 years old, and high proportion had suffered from dementia and apoplexy Also, staffing ration was 1:7 In other words, one staff was caring of 7 old people, and supporting staff was insufficient. Therefore, supportive, therapeutic environment Was more important issue to improve quality of care. Separate program room and outdoor space, lounging space, treatment room by gardening, separate counselling room, bedroom, a simple kitchen unit, staff office, separate physical treatment room, resting room for staff was indicated more necessarily. When priority of planning interior space was safety followed by accessability and convenience, it was also reported that sire of each room was generally narrow. The most serious problem in interior space was the lack and narrowness of space, and accessible features for mobility. Based on the literature review and the findings of this study, two types of floor plans for elderly day care center were suggested;‘a mixed type for the elderly with and without dementia’and‘a separate type for the elderly with dementia.’The main goals for designing interior space for two types of elderly day care center were to provide safe environment, encouraging environment for remaining abilities of users, sanitary environment, therapeutic environment, familiar environment, and socially-encouraging environment. The recommendations for further studies were suggested.

• 한국건설관리학회논문집
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• 제7권3호
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• pp.138-148
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• 2006

건설공사 현장에서 공공 발주처의 감독자는 공정관리, 품질관리, 안전관리 뿐만 아니라 공사 현장에서 발생하는 다양한 업무를 수행하고 있다. 특히, 한국도로공사 등 4개 공사는 공사특성에 맞게 전문화된 공사현장의 공사관리 업무를 추진하여 왔다. 그러나, 최근 민자사업의 물량 증가와 건설사업관리제도의 도입 등 건설환경의 변화_글 공공 발주처의 감독자는 보다 효율적인 공사관리방식을 도입하여 사업관리의 내실이 필요하게 되었다. 따라서, 본 연구는 국내 공공 발주처의 감독 운영시스템과 선진외국의 공사감독 제도를 조사 분석하여 국내 실정에 맞는 합리적인 공사감독 체계 개선방안을 마련하였다 특히, 본 연구는 고속도로 건설공시 공사감독자의 공사관리방안으로, 검측원의 육성방안과 건설공사 감독업무 매뉴얼, 교육프로그램 로드 맵 구축방안을 제시하였다.