• 한국실내디자인학회논문집
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• 제41호
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• pp.121-128
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• 2003

This study was purposed to find that the elderly in Daejeon city evaluated design details in bathroom, stairway, entrance etc. On the base of housing expenses and an administrative district, the elderly over 65 were chosen and interviewed by well-trained investigators and 583 case was analyzed through SPSS PC 10.0. The results of this study were as follows ; they said a bathtub was necessary, the floor was not slippery, the height of basin was not high and the grab bar around toilet was not in bathroom and emergency bell was not in house. The elderly pointed out that the non-slip floor, grab bar, bathtub in bathroom and non-slip floor in entrance and stairs should be designed carefully. By the condition of the elderly' health and independent daily living and experience of housing, the evaluation of importance on bathroom and approach design by the elderly were different.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.959-964
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• 2001

This study investigates the seismic performance of bearing walls with rectangular sectional shape and specific details of reinforcements developed for 10 to 20-story apartment buildings in Korea. To investigate seismic behavior of structural walls, several specimens were experimented by author and laboratory test results by other researchers were collected and analysed. Structural behaviors of walls were evaluated by means of ductility, deformation, and strength capacities. For this purpose, thirty six specimens having different Properties such as aspect ratios and details were considered. Based on the results of this study, deformability of the walls with specific details is discussed. Also this study compares the response modification factor(R) for the bearing wall systems in seismic design provisions between Korea and United States.

• 과학교육연구지
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• 제47권2호
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• pp.117-126
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• 2023

초등 과학 교사용 지도서에서 초등교사들이 과학수업을 준비하고 진행하는 과정에서 느끼는 어려움을 해결하는 데 도움을 줄 수 있는 각론은 중요하다. 2022 개정 교육과정 초등 과학 교사용 지도서를 개발하는 데 시사점을 얻기 위해서는 지도서 각론에 대한 초등교사들의 인식과 요구 조사가 필요하다. 이에 본 연구에서는 초등 과학 교사용 지도서 각론의 구성 요소와 디자인에 대한 분석을 바탕으로 설문지를 개발하여 초등교사들의 인식과 요구를 알아보고자 하였다. 이를 위해 먼저 초등교사들이 현재 사용하고 있는 지도서 각론의 구성 요소별 필요성, 만족도와 활용도에 대한 인식을 조사하였다. 다음으로 지도서 각론의 구성 요소와 디자인 등에 관한 교사들의 요구를 조사하였다. 연구 결과는 다음과 같았다. 첫째, 수업 준비와 진행에 도움이 되는 구성 요소들에 대해 초등교사들의 만족도가 상대적으로 높았다. 둘째, 초등교사들은 수업에 필요한 구성 요소들을 한눈에 파악할 수 있는 배치와 가독성 높은 디자인 구성을 원하였다. 결론적으로 초등 과학 교사용 지도서 각론은 과학 교수·학습에 필요한 수업 준비, 수업 흐름, 교수·학습 자료 등을 한눈에 파악하고, 가독성 높게 구성해야 함을 알 수 있었다. 이 연구 결과를 토대로 향후 초등교사들이 실제 수업에 활용할 수 있는 교과용도서가 될 수 있게 새로운 접근과 시도를 해야 할 것이다.

• 한국강구조학회 논문집
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• 제12권5호통권48호
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• pp.463-473
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• 2000

이 연구에서는 국내 피로설계규정상의 응력범주 C, D, E 및 E'에 해당하는 표준적인 구조인 십자 연결형, 면외거셋 부착형, 면내거셋 부착형 및 덮개판형을 모형화한 소형 시험편에 대한 피로실험을 실시하여 실험결과에 따라 각 시험편에 해당하는 국내 피로설계규정을 검증하며, 실험결과와 외국의 공개 데이터와의 비교 검토를 통해 국내 제작 강구조상세의 평가기준을 검토하였다. 실험 결과, AASHTO 및 JSSC, Eurocode의 관련 규정 값을 대부분 만족하는 것으로 확인되었다. 그러나, 십자연결형 접착부에 있어 모재가 파단된 하중전달형의 경우는 하중비전달형 보다 피로강도가 작으며, AASHTO 설계기준을 만족시키지 못하므로 설계기준에 대한 재검토가 필요할 것으로 판단된다. 한편, 요접부 길이의 영향은 면외거셋 에서 부착부 길이 80mm 시험편보다 150mm 시험편의 피로강도가 낮게 나타나 용접구조부 길이의 영향이 있음을 확인하였다. 실험결과들을 종합해보면, AASHTO 규정에 입각한 국내 시방서상의 피로규정을 대부분 만족하고 있으나, 보다 세분된 범주로 규정하고 있는 JSSC 및 Eurocode의 설계기준이 본 연구의 실험결과와 비교할 때 보다 합리적인 것으로 생각된다.

• Earthquakes and Structures
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• 제15권3호
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• pp.253-261
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• 2018

This article details a bridge-specific fragility method developed to enhance the seismic design and resilience of bridges. Current seismic design processes provide guidance for the design of a bridge that will not collapse during a design hazard event. However, they do not provide performance information of the bridge at different hazard levels or due to design changes. Therefore, there is a need for a supplement to this design process that will provide statistical information on the performance of a bridge, beyond traditional emphases on collapse prevention. This article proposes a bridge-specific parameterized fragility method to enable efficient estimation of various levels of damage probability for alternative bridge design parameters. A multi-parameter demand model is developed to incorporate bridge design details directly in the fragility estimation. Monte Carlo simulation and Logistic regression are used to determine the fragility of the bridge or bridge component. The resulting parameterized fragility model offers a basis for a bridge-specific design tool to explore the influence of design parameter variation on the expected performance of a bridge. When used as part of the design process, these tools can help to transform a prescriptive approach into a more performance-based approach, efficiently providing probabilistic performance information about a new bridge design. An example of the method and resulting fragility estimation is presented.

• 패션비즈니스
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• 제23권3호
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• pp.1-9
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• 2019

The purpose of this study was to develop questions for fashion design development, by applying 7 elements of the scamper to the fashion design elements, and to present a scamper checklist of fashion design elements, and item structures. In this study, the scope of research was limited to clothing design among various fashion products, and among various design development stages. Fashion design development focusing on design sketching, was limited to the research scope. The research method was based on an empirical study that derived scamper questions through FGI (Focus Group Interview), consisting of 5 fashion experts. Fashion design elements applied to development of scamper questions consisted of silhouettes, constructive lines, structural details, decorative details, patterns and textures of fabrics, and item structures, derived by applying these elements to the individual 7 elements of the scamper: substitute, combine, adjust, modify, put to other uses, eliminate, and reverse. Results of the study included 7 questions for substituting, 8 questions for combining, 6 questions for applying, 15 questions for modifying, 4 questions for putting to other uses, 4 questions for eliminating, and 7 questions for reversal. The scamper checklist for fashion design elements and item structures drew to 5 lists of silhouette variations, 7 lists of constructive line variations, 11 lists of structural detail variations, 10 lists of decorative detail variations, 11 lists of fabric variations, and 9 lists of structural modifications of items.

• Structural Engineering and Mechanics
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• 제44권6호
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• pp.839-856
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• 2012

To enable remodeling of the exterior of buildings more convenient, such finishing materials as curtain walls, metal panels, concrete panels or dry stones need to be easily detached. In this respect, this study proposed a new design of the slab for the purposes. In the new design, the sides of the slab were properly modified, and the capabilities of anchors fixed in the modified slab were experimentally tested. In details, a number of concrete specimens with different sizes and compressive strengths were prepared, and the effect of anchors with different diameters and embedment depths applied in the concrete specimens were tested. The test results of the maximum capacities of the anchors were compared with the number of current design codes and the stress distribution was identified. This study found that the embedment depth specified in the current design code (ACI318-08) should be revised to be more than 1.5 times the edge distance. However, with the steel sheet reinforcement, the experiment acquired higher tensile strength than the design code proposed. In addition, for two types of specimens in the tensile strength experiment, the current design code (ACI 318-08) is overestimated for the anchor depth of 75 mm. This study demonstrated that the ideal breakout failure was attainable for the side slot details of a slab with more than 180 mm of a slab thickness and less than 75 mm of an anchor embedment depth. It is expected that these details of the modified slab can be specified in the upgraded construction design codes.

• 복식문화연구
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• 제17권3호
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• pp.523-534
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• 2009

The purpose of this study is to categorize the dimensions of the visual evaluation of the costume details of the retro romantic fashion and to research on the costume details and the visual evaluation by evaluators' gender, age, and major, and on their preferences. Quantitative research were conducted for this study. Based on the pictures, 10 costume details were selected for the survey questions and data were collected. All 446 subjects who participated in this research were college students(males and females) residing in or near Seoul. Data were collected in September, 2008. The collected data were statistically analyzed using SPSS which included: factor analysis, Cronbach's $\alpha$ reliability analysis, three-way ANOVA, two-way ANOVA, one-way ANOVA, Duncan's multiple range tests, and the t-test. The results of visual evaluation of retro romantic fashion are as follows: First, as a result of the factor analysis of the costume detail evaluation, five factors including attractiveness, decorativeness, cuteness, retro, and femininity surfaced. Second, the gender difference in the results of the research revealed that women rated decorative, cute, retro, and feminine characteristics higher than men did. Third, there were significant interactive effects in attractiveness and femininity depending on costume details and evaluators' gender. Fourth, subjects majoring in fashion valued attractiveness and femininity of the stimulus over non-fashion majoring subjects. Fifth, there were significant differences in the preferences of costume details depending on gender.

• 한국지진공학회논문집
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• 제20권1호
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• pp.33-43
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• 2016

This study investigates the performance of hollow precast segmental bridge columns with reinforcement details for material quantity reduction. The proposed triangular reinforcement details are economically feasible and rational, and facilitate shorter construction periods. The precast segmental bridge columns provides an alternative to current cast-in-place systems. We tested a model of hollow precast segmental bridge columns under a constant axial load and a quasi-static, cyclically reversed horizontal load. We used a computer program, Reinforced Concrete Analysis in Higher Evaluation System Technology (RCAHEST), for analysis of reinforced concrete structures. The used numerical method gives a realistic prediction of performance throughout the loading cycles for hollow precast segmental bridge column specimens investigated. As a result, proposed reinforcement details for material quantity reduction was equal to existing reinforcement details in terms of required performance.

• 대한토목학회논문집
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• 제36권5호
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• pp.747-756
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• 2016

이 논문에서는 프리캐스트로 제작된 아치 구조의 연결을 위한 루프 이음 상세를 제안하였다. 설계기준에서 제시하고 있는 루프 이음 상세의 요구사항을 만족하는 경우와 시공성을 개선하기 위한 상세 대안들에 대한 평가를 위한 실험적 연구를 수행하였다. 설계 요구사항을 만족하는 경우에는 프리캐스트 아치 실험체가 현장타설 일체형 부재에 비해서 높은 내하력을 나타내었다. 아치구조의 크라운 부위에서의 균열은 초기 균열 발생 이후 증가되는 압축력 효과로 인해서 0.2 mm를 초과하지 않는 균열폭이 발생하였다. 초기 균열 제어에 노치부의 와이어메쉬 보강이 효과를 보였고 철근 커플러와 확대머리철근을 이용한 연결부 상세도 기준 부재 이상의 내하력을 나타내었다. 시공성 개선 상세의 경우 구조적 거동에 차이를 보이지 않아서 작업자의 배근 시공성을 개선할 수 있을 것으로 판단된다. 루프철근의 내면 반지름과 겹침 이음 길이는 현재의 설계기준의 요구사항을 만족시키지 않으면 균열폭 제어 측면에서 좋지 않은 결과를 나타내었다.