• 대한안전경영과학회지
• /
• 제14권3호
• /
• pp.59-66
• /
• 2012

Steel industry in Korea is a key national industry that has led economic growth for a long time. And accidents occurred from a variety of causes has endlessly made as much as remarkable achievements of steel industry. It is a fact that research achievements of disaster prevention in steel industry has not been significantly, compared to production technique achievements. And the level of interest on safety management in the steel industry is conspicuously low. Although support activity for a various safety management are provided reasonably to prevent disasters occurring with subcontractors. A method capable of quantitative evaluation, applied to subcontractors in most business places are relatively rare except parent firms-leading places. This study is to make and show safety management activities to purcue in advance in conjunction with a parent firm through development of a more systematic and quantitative evaluation model for disaster prevention with steel industry subcontractors, and to contribute to disaster prevention in domestic steel industry through advanced safety management method, by applying a proposed evaluation model of safety management activities as subcontractors in steel industry.

• 콘크리트학회논문집
• /
• 제16권3호
• /
• pp.441-450
• /
• 2004

The objectives of this study are to investigate the seismic behavior of reinforced concrete bridge columns and to provide the data for developing improved seismic design criteria. The accuracy and objectivity of the assessment process can be enhanced by the use of sophisticated nonlinear finite element analysis program. A computer program, named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), for the analysis of reinforced concrete structures was used. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The low-cycle fatigue damage of both concrete and reinforcing bars has been also considered in order to predict a reliable seismic behavior. The proposed numerical method for the prediction of seismic behavior of reinforced concrete bridge columns is verified by comparison with the reliable experimental results.

• 한국주거학회논문집
• /
• 제25권2호
• /
• pp.79-87
• /
• 2014

The purpose of this study is to research the characteristics of literature related to environmentally friendly for a village-focused green index. In order to make an assessment, keywords relating to green architecture were selected: environmental friendliness, ecology, sustainable, Noksaek (Green in Korean), green, and environmentally friendly. In addition, three keywords defining the scope of space were also selected: building, village, and city. Quantitative changes and contents of articles containing the keywords were analyzed. The result is as follows. First, 'sustainable' and 'ecology' were the terms most frequently used as parts of subjects and titles, respectively. Second, the studies relating to green architecture focused on villages mostly examine the actual conditions of the villages; criteria for environmental friendliness, analyses and evaluation of the environmentally friendly features of the village; and ways to establish a green, ecological, and sustainable village. Finally, when it came to establishing a village-focused green index, the environment, resources, and energy are shown to be very important elements. In addition, the term 'ecology' in a green index is shown to be significant for the management of the natural environment.

• 대한토목학회논문집
• /
• 제37권4호
• /
• pp.705-716
• /
• 2017

산업화 시대를 지나며 많은 환경오염문제가 발생함에 따라, 친환경적이며 지속 가능한 발전을 위해 건설 산업계에도 환경성 평가 관련한 다양한 연구가 수행되고 있다. 그러나 설계단계 활용을 목적으로 토목시설물의 부위별 설계 대안에 대한 신속한 환경부하 산정 방법론은 부재하다. 이에 본 연구는 Pre-Stressed Concrete (PSC) beam교량을 대상으로 구조물 주요 부위별 표준단면을 이용한 환경부하 산정을 위한 선행연구로서, 설계초기 단계에서의 대표물량정보 기반 환경부하량을 효율적으로 산정할 수 있는 설계부위 및 공종정보 기준을 구축하는 것을 목표로 하였다. 이를 위해 25개 PSC Beam교량 사례에 대한 상세설계자료를 기반으로 ISO 14040의 전과정평가(Life Cycle Assessment, LCA) 수행절차를 통한 상세환경부하량 데이터베이스를 구축하였으며, 목적 및 범위는 교량의 자원제조 및 수송단계와 시공단계만으로 한정하였다. 또한, 환경부하발생에 영향이 높은 부위별 대표공종을 선정하여, 이러한 부위 및 공종분류에 따른 소요자원 및 8대 영향범주 별 환경부하량 특성분석을 수행하였다. 그 결과 교량의 특성상 상부공이 전체 42.91%의 환경부하량으로, 상부공중에서는 주요 자재인 레미콘이 53.13%, PSC beam공이 31.25%로 나타났다. 또한, 하부 교대 교각공에서는 주요 자재인 레미콘, 철근, 시멘트가 93%이상으로 대부분을 차지하였다. 향후 이러한 교량 부위별 대표공종 및 자재 정보들은 설계단계에서 구조물의 특성이 반영된 개략 환경부하량 모델 구축시 활용될 수 있을 것이다.

• 한국해양공학회지
• /
• 제34권6호
• /
• pp.436-441
• /
• 2020

Wave field changes resulting from artificial coastal structures constructed in coastal zones have emerged as a major cause of beach erosion, among other factors. The rates of erosion along the eastern coast of Korea have varied mainly owing to the construction of various ports and coastal structures; however, impact assessments of these structures on beach erosion have not been appropriately conducted. Thus, in this study, a methodology to assess the impact of erosion owing to the construction of artificial structures has been proposed, for which a parabolic bay shape equation is used in determining the shoreline angle deformation caused by the structures. Assuming that the conditions of sediment or waves have similar values in most coastal areas, a primary variable impacting coastal sediment transport is the deformation of an equilibrium shoreline relative to the existing beach. Therefore, the angle rotation deforming the equilibrium of a shoreline can be the criterion for evaluating beach erosion incurred through the construction of artificial structures. The evaluation criteria are classified into three levels: safety, caution, and danger. If the angle rotation of the equilibrium shoreline is 0.1° or less, the beach distance was considered to be safe in the present study; however, if this angle is 0.35° or higher, the beach distance is considered to be in a state of danger. Furthermore, in this study, the distance affected by beach erosion is calculated in areas of the eastern coast where artificial structures, mainly including ports and power plants, were constructed; thereafter, an impact assessment of the beach erosion around these areas was conducted. Using a proposed methodology, Gungchon Port was evaluated with caution, whereas Donghae Port, Sokcho Port, and Samcheok LNG were evaluated as being in a state of danger.

• 상하수도학회지
• /
• 제35권6호
• /
• pp.389-403
• /
• 2021

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.

• 의료ㆍ복지 건축 : 한국의료복지건축학회 논문집
• /
• 제19권1호
• /
• pp.9-22
• /
• 2013

Purpose: The aging population is the quickly increasing in Korea. Since 2008, the National Long term Care Insurance, a number of long term care facilities have established during short time in Korea. Especially, the environmental assessment tool is important for managing healing environment in a long term care facility for the elderly. Alzheimer's Garden Audit Tool (AGAT) is used to assess whether a garden incorporates those elements and qualities as healing outdoor space. In this paper, we discuss the benefits, limitations, and future directions of the assessment tool for long-term care facilities. Methods : The AGAT audit was done through content analysis by 5 experts from diverse discipline as post occupancy evaluation of a long term care facility located in suburban area. The expert group was asked to describe their comments for modification and improvement in application of AGAT. Results : The results of this study show that it is necessary to refine the instrument's items to better meet the needs of the criteria and items for Korean culture-friendly tool. Especially, greenhouse elements (various plants, birds etc.), multisensory experiences, users-oriented space, programmed activities in garden, and hazards on pathway has somewhat limitation as measurement to assess outdoor of long-term care facilities in Korea. Implications : Consequently, AGAT could be applicable to evaluate the outdoor space of long term care facility in Korea with culturally sensitive revision.

• 환경영향평가
• /
• 제24권1호
• /
• pp.35-50
• /
• 2015

본 연구는 비도시지역의 생물종 서식지 보전을 위해 반영할 수 있는 생물종 관련 지표의 개발과 관리지역 세분화 방안을 제시하는데 목적이 있다. 이를 위해 생물종 서식분포를 예측한 후에 예측된 서식분포를 활용하여 종풍부도를 만들고 그 결과를 토지적성평가와 비교를 하였다. 종분포도는 59종을 대상으로 Maxent 모형을 사용하였고 15개의 모형변수(5개 지형변수, 4개 식생변수, 6개 거리변수)를 활용하였다. 예측된 생물종 서식분포를 출현/비출현으로 구분한 후 합산하여 종풍부도를 예측 하였다. 토지적성평가는 평가체계 I에 따라 보전, 농업, 개발적성을 물리적, 지역, 공간적 입지 특성별로 평가하였다. 종풍부도 등급과 토지적성평가 등급과의 비교결과는 1등급은 10.92%, 2등급은 37.10%, 3등급은 34.56%, 4등급은 20.89% 그리고 5등급은 1.73%의 면적 일치도가 나타났다. 보전관리지역으로 분류되는 1등급과 계획관리지역으로 분류되는 5등급의 일치도가 가장 낮았다. 이처럼 계획관리지역으로 분류되어도, 종풍부도를 고려해 보면 많은 계획관리지역이 상대적으로 높은 종풍부도 값을 보여주었다. 관리지역은 생물종 서식지의 핵심지역은 아니지만 경관생태학적 관점에서 주변 서식처, 이동통로 등을 제공하면서 생물다양성 보호에 기여 할 수 있다. 따라서 도시관리계획에서 잠재적 생물종 서식분포를 고려하는 노력이 보다 집중되어야 할 것이다.

• 모자간호학회지
• /
• 제4권1호
• /
• pp.3-11
• /
• 1994

Presently there is an increasing demand for home health care services due to changes in the demographic structure as a result of an increasing elderly population, socio-economic improvements, and changes in the family structure, as well as the growing number of people with degenerative diseases. In addition to these reasons, rising medical costs and there a shortage of patient beds space in the hospital, particularly since introduction of national medical insurance. There has been an increasing demand for health care health care services. This study was done to identify the basic data for home health care management. It focused on developing client selection criteria, assessment tools, and recording methods. This was accomplished by the researchers visiting the patients in their homes. The research process included preparation investigation, tool development, training of the project researcher, and visiting the clients in their homes. The research tools are as follows : 1. Record development : a) The selection criteria tool for home health care of postpartum women was a structured tool and consisted of four parts. b) The structured assessment tool consisted of a general items, obstetric history, past medical history, methods of feeding, medications taken before admission, laboratory test results, discharge instructions, discharge medications, family tree, economic status, environmental status, a map, health assessment of postpartum women and their newborns. c) The visit note I consisted of the frequency of visits. Visit note II consisted of the date ; nursing problems ; nursing process including the initial assessment ; nursing goal ; visit plan ; postpartum women and their neonate health status, diagnosis, goal, implementation, evaluation, summary, next plan, for visit revision. d) Problem note consisted of the date, problem numbers, nursing diagnosis, problem appearance date problem resolution date. The research results are as follows : 1. Nursing problems : The nursing problems of the postpartum women and their neonates were evaluated by the number of nursing diagnoses and the change in the pattern of nursing diagnosis related to the number of visits. a) Nursing diagnosis The nursing diagnosis was classified according to physical function, psychosocial function, family system maintained function. b) The changes of nursing diagnosis related to the number of visits. As the type of nursing diagnosis changed related to the number of visits the number of nursing diagnoses decreased. 2. Contents of home health care : The content was categorized according to assessment, direct care, counseling, education, family care, reporting to with the attending doctor. The recommendations based on the research results are as follows : 1. Tool development Replication of this study is needed to test the validity of the assessment tools used. 2. Home visit a) Home health care nurses should be licensed and qualified. A referral form from the attending doctor is needed for legal protection of nurses. b) The first home visit need to be within 24 hours of discharge from the hospital to decrease the anxiety of frightened postpartum women. c) When the changes occur in the newborn's status, home health care nurses should consult a pediatrician. Communication within the home healthcare team is essential and needs to consistent and done smoothly. 3. Home health care A Study is required to develop protocols for education of staff and for operation of all aspects of this program.

• International Journal of Concrete Structures and Materials
• /
• 제1권1호
• /
• pp.29-36
• /
• 2007

The purpose of this paper is the assessment of the capacity of the reinforced concrete (RC) elements of an arch bridge when they are subjected to contact and near-contact explosive charges of various amounts, and the estimation of the critical charges for these components. The bridge considered is the Tenza Viaduct, a decommissioned structure south of Naples, Italy. Its primary elements, deck, piers and arches were analyzed. The evaluation was accomplished via numerical analyses that made possible to obtain the elements dynamic response when they are exposed to blast loading conditions. To evaluate the member's capacities, failure criteria for deck, piers and arches were proposed based on concrete damage parameters. Additionally, curves relating the explosive charge to the residual capacity and to damage level of the elements were also developed. The results of this work were taken into account to investigate the progressive collapse of the global structure.