• 한국산학기술학회논문지
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• 제22권3호
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• pp.735-744
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• 2021

본 연구는 진화론적 개념 분석 방법을 이용한 회원지원 개념분석 연구이다. '회원지원', '회원복지', 'professional association', 'membership', 'member benefit'을 주요어로 입력하여 2000년 1월부터 2020년 1월까지 출판된 논문을 CINAHL, EBSCO등 국내외 데이터베이스와 웹사이트를 통해 검색하였다. 기준에 부합한 12개 논문, 4개의 전문직종 협회 자료가 선정되었다. 회원지원 개념의 선행요인은 회원 차원과 협회 차원으로 구분되고, 회원 차원의 선행요인은 회원의 요구, 협회 차원의 선행요인은 전담부서 마련이었다. 회원지원 개념의 속성은 '회원 지지화', '회원 전문화', '회원 연대화'였다. 회원지원 개념의 결과요인도 회원 차원과 협회 차원으로 구분되고, 회원차원의 결과요인은 회원의 만족도 증가, 전문성 강화, 권익 향상이며, 협회 차원의 결과요인은 협회에 대한 국민 인식 개선으로 나타났다. 협회지원에 관한 본 연구의 개념분석 결과는 회원들의 목소리와 요구를 수렴하고, 적절한 회원지원을 제공하는 것이 협회의 바람직한 회원지원 방향임을 제시하며, 회원들의 의견을 고려한 회원지원 모델개발 연구를 제언한다. 본 연구는 선행 문헌을 토대로 회원지원이라는 개념의 선행요인, 속성, 결과를 밝힘으로써 맥락적 근거를 마련하였다는 점에서 의의가 있다.

• 대한건축학회논문집:계획계
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• 제34권8호
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• pp.59-67
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• 2018

In a state where ancient buildings was left a lot in the case of Korea, many parts do not remain the documentation, and there is a Kiwarisho lot in Japan, however, the present methods and tree split does not exist in the Korea. However, it is impossible to make a perfect building without splitting exact member when making a building. Thus will not be revealed simply by presumption that there is a similar way to wood comparatively far in Korea. Without a comparison of building dimensions and Korea calculation dimensions Kiwarisho In the first study about the proportionality of Korea, I do not know until now, other studies of the following documents which house a high approximation ratio and member size of Korea consider reason to have is impossible. View compared with respect to the axis of the building in the early stages of research first. In the case of Japan and Korea to form a tree frames in basic form that form the building, the shaft portion is easy to understand and easy compared in common is at most the shaft portion.

• 보존과학연구
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• 통권35호
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• pp.99-110
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• 2014

문화유산의 3차원 디지털 기록은 3차원 자료를 통한 도면화가 주를 이루고 있어 다양한 시도와 연구가 필요하다. 홍천 물걸리 삼층석탑은 해체보수공사를 진행하였는데 해체 전, 부재 개별, 보존처리 후를 3차원 디지털 기록하여 활용성을 검토하였다. 석탑의 3차원 데이터는 부재의 위치정보를 가지는 데이터와 부재 개별 단위의 데이터를 조합하여 해체 전, 보존처리 후를 비교하였다. 비교 결과, 석탑 보존처리 후 지대석의 이격은 좁아 졌으며, 각각의 층별은 정사각형을 이루고 있는 것으로 나타났다. 이 결과는 석탑의 변이, 훼손 등을 모니터링 하는데 중요한 자료로 활용될 것이다.

• 유통과학연구
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• 제13권7호
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• pp.25-31
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• 2015

Purpose - This study aims to measure the influence of the positive psychological capital (PPC) of business workers by using innovative work behavior (IWB) and the influence of Leader-member exchange (LMX) and Member-member exchange (MMX) in this relation and investigating the directional efforts of small and medium company leaders and members. Research Design, Data, and Methodology - This study selects PPC as an integrated superior concept to establish research models and hypotheses of the influence of PPC on IWB, and the influence of LMX and MMX in these relations. Of the questionnaires distributed, 373 valid questionnaires were collected in total. Results - It was confirmed that the PPC of workers has a statistically significant influence on LMX, MMX, and IWB. Moreover, LMX and MMX have similar influence on worker life satisfaction with life satisfaction and innovative work behavior having different dimensions. Conclusion - To enhance IWB, worker PPC is very important as it has significant influence on the relations with leaders. However, it is also notable that positive relations with colleagues did not influence IWB.

• Structural Engineering and Mechanics
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• 제22권5호
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• pp.631-645
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• 2006

Buckling capacity of compression members may change due to inadvertent changes in the member section dimensions or material properties. This may be the result of repair, modification of section properties or degradation of the material properties. In some occasions, enhancement of buckling capacity of compression members may be achieved through splicing of plates or utilization of composite materials. It is very important for a designer to predict the buckling resistance of the compression member and the important parameters that affect its buckling strength once changes in section and/or material properties took place. This paper presents an analytical approach for determining the buckling capacity of a compression member whose geometric and/or material properties has been altered resulting in a multi-step non-uniform section. This analytical solution accommodates the changes and modifications to the material and/or section properties of the compression member due to the factors mentioned. The analytical solution provides adequate information and a methodology that is useful during the design stage as well as the repair stage of compression members. Three case studies are presented to show that the proposed analytical solution is an efficient method for predicting the buckling strength of compression members that their section and/or material properties have been altered due to splicing, coping, notching, ducting and corrosion.

• 보건교육건강증진학회지
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• 제29권5호
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• pp.77-88
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• 2012

Objectives: This paper aims to identify the dimensions of community capacity in a public residence lease apartment complex in Seoul as a case study, and discusses their application to community health promotion. Methods: The research team performed a focus group interview and a brief survey with resident committee representatives to explore community context and to identify the dimensions of community capacity and their order of priority. Results: We identified many groups with different senses of community and various dynamics in the community. Seven dimensions of community capacity were identified. However, there are different developmental stages among them. Also there are some influences with the different directions in a dimension, e.g. leadership and citizen participation. Conclusions: This study illustrated the identification of the dimensions of community capacity focused on the perspective and recognition of the community and community member, as an effort to understand community capacity in domestic community health promotion context.

• 건축역사연구
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• 제28권1호
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• pp.7-16
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• 2019

As a part of the research on existing structures of private homes from Joseon Era. Focusing on one hundred twenty five-purlin houses, the current study investigated the features and characteristics of the house structure from style, size, proportion and roof pitch, and measurements of key parts, and developed the following conclusions. Most are single-houses (89, 83%), and among them, there are 47 single front-terrace houses (39%), which is the highest number. The sizes of lower house structure do not differ greatly depending on the vertical structure, and single rear terrace house and double-house have relatively larger side sizes. The size of upper structure is larger in double-houses compared to other vertical structures, indicating a relatively higher roof. The cross-section measurement of major parts show that double-houses are larger than single-houses by 3cm in pillar, 3-4.5cm in crossbeam length, and 4.5cm in crossbeam width. However, Janghyeo width was consistent at 7.5 to 10.5cm, maintaining uniformity regardless of vertical structure of the houses. In addition, the cross-section measurements decreased from sixteenth to nineteenth century, with the size of pillar size decreasing the most. The result that the Janghyeo width is not related to the house structure house confirmed that the Janghyeo width was kept consistent regardless of the size of the house structure.

• 대한토목학회논문집
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• 제13권2호
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• pp.121-133
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• 1993

본 논문에서는 철근콘크리트 구조물의 합리적인 해석 및 설계를 위하여 진보된 신뢰성해석기법을 정립하기 위한 연구를 수행하였다. 철근콘크리트 구조물은 그 특성상 콘크리트와 철근 등 사용재료의 변동성이 크고, 작용하는 하중도 불확실성을 내포하고 있어 이들 변수의 분산성을 합리적으로 고찰하여야 구조물의 합리적인 안전도를 확보할 수 있다. 본 연구에서는 콘크리트와 철근 등 사용재료와 부재 단연치수의 확률특성을 분석하였고, 이로부터 부재 저항능력의 확률특성을 산정하는 방법을 제시하였다. 또한, 압축과 휨을 함께 받는 부재와 확대기초의 한계상태함수식을 유도하였고, 이를 바탕으로 불변2차모멘트법을 이용한 신뢰성해석을 수행하였다. 본 논문은 앞으로 철근콘크리트 구조물의 합리적인 안전도 확보를 위한 신뢰성해석에 유용한 토대를 제시하고 있다.

• 한국농촌건축학회논문집
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• 제20권2호
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• pp.19-28
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• 2018

This study investigated the basic data of architectural design about framework dimensions inherent in a folk house of Yeosu city generally and systematically. We investigated the common dimensions of framework constitution for folk house (main building) seen a lot in Yeosu city. Most of the folk houses in Yeosu city were common people houses built from the end of 19th century to the 1960s and have maintained the same style for a long time. As a result of the study, common dimensions were calculated in two ways. One is Front toi/3ryang house and the other is Front/back toi/2kozu5ryang house. Front/back toi house was large in the case of full width, total height, and member thickness but, width of the front kan is no big difference. In other words, the scale of Front toi house and Front/back toi house is difference only in the rest except front kan (width). Among calculated common dimensions, the front kan of Front toi house and Front/back toi house in the plan, the kitchen is the widest, and the size is the same at 8.7 chucks degree. The next became small little by little in order of room 1(main room), room 2(center room), room 3(end room). As a result, the size of the room 3 of Front toi house reaches 7.7 chucks, and room 3 of Front/back toi house reaches 8.0 chucks. In the section dimensions, pillar height is in sum of floor height and pillar core height, Front toi house is 7.9 chucks, and Front/back toi house is 8.2 chucks. The investigation of basic data of architectural design is not only makes possible to grasp specific and simple to three-dimensional universal aspect on framework dimensions, but also documentation of folk house design know-how is done, and the architectural design standards of Korean folk house is written in the contents according to the area.

• 한국강구조학회 논문집
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• 제29권3호
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• pp.205-215
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• 2017

본 연구에서는 10MW급 풍력하중을 받는 멀티기둥 타워시스템에 원형강관 부재의 구조안전성 및 경제성을 함께 검토하는 방식으로 부재 유용도에 근거한 개념설계의 예를 보였다. 단일 실린더형 타워를 대체할 수 있는 멀티기둥타워 구조의 구성에 관한 기본적인 가정을 정립하였고, 그에 따라 제안된 구조물을 모델링하고 해석하여 부재력을 확인하였다. 산정된 부재강도와 작용하중을 근간으로 제안된 멀티기둥타워의 각 부재별로 축력, 전단, 휨, 비틂에 대한 유용도가 산정되었고, 풍력타워로서의 적합성이 평가하였다. 멀티기둥 풍력타워의 개념설계에 채택될 수 있는 수준의 유용도 범위에서 강관 치수, 세장비 및 수평재 단수 등의 설계 매개변수를 제안하였다.