• 한국강구조학회 논문집
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• 제27권1호
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• pp.1-12
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• 2015

잘 접합된 볼트접합부는 볼트의 전단파단이 발생할 때 까지 지압 메커니즘에 의하여 훌륭한 연성거동을 보인다. 이러한 볼트접합부에 내재된 연성 능력을 최대한 활용한다면 중력하중, 풍하중, 지진하중 등 다양한 하중에 대하여 활용하여 접합비용의 경제성 제고에 기여할 수 있다. 편심하중을 받는 볼트접합부의 경우 보수적인 탄성해석법과 합리적으로 볼트접합부의 연성거동을 활용할 수 있는 극한강도 해석법이 존재하나 기존의 극한강도해석법은 오늘날 다양한 소재와 설계조건의 다양화에도 불구하고 하나의 소재와 조건으로 이루어진 실험식에 의존하고 있다. 본 연구의 주된 목적은 체계화된 단일볼트의 실험을 기반으로 볼트의 일반화된 힘-변형 관계식을 정립하는 것이다. 실험결과를 토대로 볼트접합부의 기하학적인 요소(볼트의 직경, 플레이트의 두께) 및 강도가 힘-변형 관계에 주된 영향을 미치는 요소라는 것을 알 수 있다. 실험결과를 순간중심회전법에 적용하여 보다 정확하고 경제적인 편심하중을 받는 군볼트 접합부 설계가 가능하다.

• 한국치위생학회지
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• 제3권1호
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• pp.45-57
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• 2003

The purpose of this study is to identify the factors affecting job stress and relationship between dental hygienists personal characteristics and them. Final purpose of this study provides the basic data of dental hygienists interventions to help dental hygienists' job stress reduction program. Data were drawn from a convenient sample of 401 dental hygienists who were working for dental clinic, general hospitals, and university hospitals in Seoul and Kyungi areas. The results were analyzed with spsswin 10.0 and the conclusion is as follow: 1. General special quality distribution of dental hygienist is 25-59 and respondent who work in the dentist's office by maiden less than was most. 2. The dental hygienists' job stress was 2.68, it indicates considerably high compare to normal another groups. 3. 'By work, feel fatigue' appeared highest by 3.60 in 5 points full marks from item of business amount connection stress. 4. Only business amount connection stress was expose that is significant in relation with job stress and individual character type. 5. Age, dependent's number, faith, character type variable appeared to keep in mind for connection factor which influence in job stress. 6. Job stress connection factor by character type was expose by variable savages significant thing 'that do work year all as dental hygienist' in A type.

• 무역상무연구
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• 제23권
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• pp.39-70
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• 2004

On the above, character of Incoterms and CISG, applicability of Incoterms to the principles of interpretation of CISG for contracts terms, and to the regulations of delivery and payment of price in connection with applicability of Incoterms to CISG are discussed. Conclusions are as follows : Although both rules is regulations which have to understand in connection with int'l trades of goods but CISG is a comprehensive substantive law in connection with a whole dealing course. On the other hand Incoterms are detailed substantive law of performance for two important sphere, that is to say, delivery and payment in the field of performance of CISG. According to both rules, letter credit is realizing processes of detailed performance for delivery and payment. As professor of Honnold's opinion, the relationship between Incoterms and CISG is peculiar and complementary. Therefore instead of considering the both from a point of pure legal views which both rules raise many problems that still a wait well consolidated and acknowledged answers, we have th consider the both with L/C system that still constitute a main payment system. Particularly ICC and Uncitral know that they are not only directly and indirectly involved in regulating process of the both sets but also can apply Incoterms to CISG on connection with the use of L/C.

• Steel and Composite Structures
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• 제19권5호
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• pp.1145-1165
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• 2015

A behavior model for screw connections is developed to provide a better representation of the nonlinear response of thin steel plate shear walls (TSPSWs) with infill plates attached to the boundary frame members via self-drilling screws. This analytical representation is based on the load-bearing deformation relationship between the infill plate and the screw threads. The model can be easily implemented in strip models of TSPSWs where the tension field action of the infill plates is represented by a series of parallel discrete tension-only strips. Previously reported experimental results from tests of two different TSPSWs are used to provide experimental validation of the modeling approach. The beam-to-column connection behavior was also included in the analyses using a four parameter rotational spring model that was calibrated to a test of an identical frame as used for the TSPSW specimens but without the infill plates. The complete TSPSW models consisting of strips representing the infill plates, zero length elements representing the load-bearing deformation response of the screw connection at each end of the strips and the four parameter spring model at each beam-to-column connection are shown to have good agreement with the experimental results. The resulting models should enable design and analysis of TSPSWs for both new construction and retrofit of existing buildings.

• Steel and Composite Structures
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• 제39권4호
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• pp.419-433
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• 2021

In composite structures, shear connectors are crucial components to resist the relative slip between the steel and concrete, and thereby to achieve the composite actions. In the service stage, composite structures are usually in elastic state, so the elastic stiffness of the shear connection is a quite important parameter in the structural analysis of composite structures. Nevertheless, the existing studies mainly focus on the load-slip relationship rather than the tangent stiffness at the initial elastic stage. Furthermore, when composite beams subjected to torque or local load, shear connections are affected by both tensile force and shear force. However, the stiffness of shear connections under combined effects appears not to have been discussed hitherto. This paper investigates the initial elastic stiffness of stud connections under combined effects of biaxial forces. The initial expression and the relevant parameters are obtained by establishing a simplified analytical model of the stud connection. Afterwards, parametric finite element analysis is performed to investigate the effects of the relevant factors, including the stud length, stud diameter, elastic modulus of concrete, elastic modulus of steel and volume ratio of reinforcement. The feasibility of the proposed modelling has been proved by comparing with sufficient experimental tests. Based on the analytical analysis and the extensive numerical simulations, design equations for predicting the initial elastic stiffness of stud connections are proposed. The comparison between the equations and the data of finite element models demonstrates that the equations are accurate enough to serve for engineering communities.

• 한국의류산업학회지
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• 제24권4호
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• pp.408-417
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• 2022

This study developed a structural model to examine the relationships among consumer traits, self-brand connections, and purchase intentions for local fashion brands under "Guochao" consumption in China. An online survey with a self-administered questionnaire was undertaken through Chinese SNS tools to collect the data. A total of 276 usable responses were obtained from Chinese consumers who are residents in China. More females(n=174, +63%) than males (n=102, 37%) participated, and they were aged from 18 to 45 years old. The measurement model was confirmed to be reliable and valid. In the estimated structural model, the consumer traits of ethnocentrism and cultural affinity positively affected the self-brand connection, leading to purchase intentions for the local fashion brands. Specifically, the ethnocentrism factor indirectly affected the purchase intentions by mediating the self-brand connection, while the cultural affinity factor had significant direct effects on purchase intentions. Thus, a partial mediating effect of self-brand connection was found in the relationship between the consumer traits(ethnocentrism and cultural affinity) and purchase intentions of local fashion brands in the cultural "Guochao" consumption context. This study provides insights into extending the cultural theory of ethnocentrism relevant to self-brand connections and discusses the managerial implications for developing strategic global branding in the Chinese fashion markets.

• 한국멀티미디어학회논문지
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• 제25권10호
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• pp.1457-1467
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• 2022

The relationship between film and culture is established through a shared focus on people's lives. Culture changes at different times, which makes a dynamic and complex relationship between film and culture. Understanding this relationship helps to provide better support for current filmmaking. The purpose of this study is to provide insights into the macro issue of film and culture by exploring the relationship between film theme and culture concept. To this end, we used a case study to explore the connection between themes and culture concepts in Disney's Mulan (1998, 2020) through literature and analyses of culture concepts (Chinese "imagery" and Postmodernism). The study concludes that, "Culture assemblage" and "Vision is king" have become cultural trends that influence the creation of film theme and style to a certain extent; how to balance the relationship between the core idea of film theme and the external forms is an important issue in current filmmaking. The article contributes to promote thinking about culture in film creation, and its research perspective on different cultures and histories is innovative.

• 한국강구조학회 논문집
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• 제22권4호
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• pp.313-324
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• 2010

본 연구에서는 반강접 접합부 배치에 따른 구조물 거동특성을 파악하기 위하여 KBC2005 건축구조설계기준으로 비가새 5층 철골 구조물을 설계하여 모든 접합부를 완전 강접합부와 반강접 접합부로 이상화한 경우 그리고 반강접 접합부를 수직배치 및 수평배치한 경우에 대하여 비탄성 시간이력 구조해석을 실시하였다. 철골 보 및 기둥의 모멘트-곡률 관계는 화이버모델을 이용하여 확인하였으며 반강접 접합부의 모멘트-회전각 관계는 3-매개변수 파워모델 그리고 철골 보, 기둥 및 접합부의 이력거동은 3-매개변수 모델을 이용하여 나타내었다. 4개 지진파에 대한 재현주기 2400년 위험수준에 해당하는 최대지반가속도와 5% 층간변위에 대한 푸쉬오버 구조해석의 최대밑면전단력 발생 최대지반가속도에 대하여 시간이력 구조해석을 실시하여 밑면전단력, 지붕층 변위, 층간변위, 접합부 요구연성도, 기둥, 보 및 접합부의 최대휨모멘트 그리고 소성힌지 분포 등을 확인하였다. 반강접 접합부를 수직적으로 외부에 배치할수록 최대밑면전단력과 층간변위는 감소하며, 수평적으로 상부층에 배치할수록 접합부 요구연성도가 감소하였다. 푸쉬오버 구조해석과 시간이력 구조해석에서 최대층간변위 발생 위치가 다르고 크기는 푸쉬오버 구조해석에서 과대평가되었다. 밑면전단력, 층간변위 및 접합부 요구연성도를 위한 가장 바람직한 반강접 접합부 배치는 수직적으로 외부에 배치하는 것이다.

• 한국강구조학회 논문집
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• 제22권3호
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• pp.281-291
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• 2010

본 연구에서는 횡력을 받는 구조물 거동에 대한 보-기둥 접합부의 영향을 확인하기 위하여 5층 철골구조물을 KBC2005 건축구조 설계기준에 맞게 구조설계 하였으며 접합부를 완전 강접합부로 이상화한 경우와 반강접 접합부로 설계하였다. 철골 보 및 기둥의 모멘트-곡률관계는 화이버모델을 이용하여 확인하였으며 반강접 접합부의 모멘트-회전각 관계는 파워모델 그리고 철골 보, 기둥 및 접합부의 이력거동은 3-매개변수 모델을 이용하여 나타내었다. 5층 철골구조물은 개별골조와 연결골조의 2차원 구조물로 이상화하였다. 4개 지진파의 재현주기 수준별로 산정한 최대지반가속도와 푸쉬오버해석의 최대밑면전단력을 위한 지반가속도에 대하여 시간이력해석을 실시하여 지붕층 변위, 밑면전단력, 층간변위, 접합부 요구연성도, 기둥, 보 및 접합부의 최대모멘트 그리고 소성힌지 분포 등을 확인하였다. 반강접 접합부 골조는 완전 강접합 골조에 비해 적은 밑면전단력이 발생하였으며 기둥, 보 및 접합부에 발생하는 휨모멘트의 크기와 증가율도 적었다. TSD 접합부는 우리나라 설계수준의 지진하중에 대하여 예제 구조물에서 경제성과 안전성을 확보 할 수 있음을 확인할 수 있었다.

• 가정과삶의질연구
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• 제32권1호
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• pp.81-99
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• 2014

This study explored the experiences of couples therapists' marital relationship during the couples therapist training using phenomenological research method. The research questions involved the marital relationship experiences and their meanings, and how their marital relationship experiences affect the development of couples therapists during couples therapist training. Five couples therapists identified their personal, relational, and professional growth experiences by half-structured in-depth interview. Giorgi analysis guidelines were used, and five major themes and 20 subthemes were derived. The essence of their marital relationship experiences was "to establish a marital relationship as partners for growth and healing, and provide resources to become a wounded healer." Five major themes included the motivation to become a couples therapist, the experiencing of personal growth, the experiencing of differentiated connection, the experiencing of professional growth, and resources for the development of couples therapist. Exploration of the meanings of marital relationship experiences during couples therapist training shows the reciprocal relationship among personal, relational, and professional growth experiences. The integration of these experiences leads to holistic development of couples therapists. Implications for practice and future research are also discussed.