• 대한조선학회논문집
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• 제46권5호
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• pp.510-519
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• 2009

Ship structure is composed of the welded mixture members which are plate and stiffeners. Ship structure is also influenced by variable loadings such as wave and inertia load. There have been several fatigue damage problems on the connection between longitudinal and transverse web due to wide usage of high tensile steel and adoption of wide web space to improve shipbuilding productivity. It is impossible to estimate the fatigue lives for all connection details through refined fatigue analysis. It is necessary to use the simplified approach for the fatigue life estimation of the connection details. PLUS analysis, which is suggested by the classification society, is one of the simplified approaches and is widely adopted to get fatigue lives for the connection details along whole cargo hold area. However, ship building yards still have difficulties to get fatigue lives due to large amount of calculation and time even if this approach reduce the time and amount of calculation. This paper treats the computing system developed to reduce efforts of estimating the fatigue lives. The influence factors of mean shear stress and local dynamic pressure are easily calculated and fatigue lives for all hot spots can be estimated automatically by the developed computing system. It is possible to reduce computing time and efforts to get the fatigue lives for the connection details between longitudinals and transverse webs along the ship. This system was applied to get fatigue lives on the connection details of a VLCC and verified the availability.

• 한국콘텐츠학회논문지
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• 제20권10호
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• pp.750-759
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• 2020

본 연구는 연결재무제표 외부감사실시내용 추가공시정보와 감사인의 감사시간, 감사보수 간 관계를 분석한다. 2014년부터 2016년까지 연결재무제표를 공시한 상장기업을 대상으로 한 분석 결과는 다음과 같다. 첫째, 연결재무제표 외부감사실시내용 추가공시정보에 대한 감사인의 감사시간은 유의한 양(+)의 관련성을 나타냈다. 이는 연결감사내용의 추가공시가 유용한 정보제공 유인에 기반한 것으로 해석할 수 있다. 둘째, 추가공시정보와 감사보수는 유의한 관련성을 보이지 않았다. 이는 감사보수에 책정하는 감사위험의 측면에서, 연결감사실시내용에 대한 추가공시가 감사인의 연결감사위험에 대한 인식에 기반한 행태가 아님을 시사한다. 본 연구는 선행연구에서 고려되지 않았던 감사보고서와 연결감사보고서의 외부감사실시내용 정보가 구별되어 공시되고 있음을 제시하여 학계에 유용한 정보를 제공한다. 또한, 이에 대한 공시가 감사인의 유용한 정보제공유인에 기반함을 실증함으로써 정책적 시사점을 제시한다.

• 한국강구조학회 논문집
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• 제22권4호
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• pp.305-312
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• 2010

본 연구의 목적은 모멘트 접합 골조에서 각형강관 기둥-H 형강 보 접합부의 내진성능평가이다. 각형강관은 H형강에 비해서 효율적이고 많은 장점이 있음에도 불구하고, 아직 접합 디테일의 부족과 경험 부족 등의 이유로 현장에서 적용이 제한적이다. 각형강관을 사용한 기존의 모멘트 접합부는 주로 관통형 다이아프램 형식을 사용하고 있는데 이는 시공과정이 복잡하여 현장에서의 적용을 어렵게 한다. 그러므로 이 연구에서는 각형강관 기둥을 절단하지 않는 접합상세에 대하여 구조성능 및 내진성능을 평가하고자 하였다. 엔드플레이트와 헌치를 이용한 용접접합의 접합상세에 대하여 내력 및 강성, 에너지흡수능력을 비교분석하였다.

• 토지주택연구
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• 제3권2호
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• pp.195-202
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• 2012

이 논문은 KBC2009에서 규정하고 있는 RC 특수전단벽과 시공성 개선을 목적으로 제안된 경계요소 내 완화된 배근상세를 갖는 특수전단벽과의 비교 실험결과를 제시하고 있다. 연구목적에 따라 22층 벽식구조 아파트로부터 모델링된 최하층 벽체가 2/3크기로 축소되어 2개의 실험체가 제작되었으며, 일정축력 하에서 반복가력 실험이 실시되었다. 실험결과, 완화된 배근상세를 따르는 특수전단벽체은 KBC2009의 배근상세를 따르는 특수전단벽체와 등가점성 감쇠비를 통해 계산된 에너지소산능력 및 연성도에서는 약간의 차이를 보이고 있으나, 하중-변위 측면에서는 매우 유사한 능력을 보이는 것으로 나타났다. 또한, 현행 설계기준에서 제시하고 있는 1.5% 수준의 층간횡변위비 조건을 충분히 만족하고 있음을 확인하였다.

• 한국지진공학회논문집
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• 제19권4호
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• pp.195-205
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• 2015

Various non-seismic tie details are frequently used for one- and two-story small buildings because the seismic demand on their deformation capacities is not relatively significant. To evaluate the effects of the non-seismic tie details on the seismic performance of reinforced concrete columns, six square columns with a cross section of $400{\times}400mm$ and six rectangular columns with a cross section of $250{\times}640mm$ were tested. The anchorage details at both ends and spacing of tie hoops, along with the cross-sectional shape and the magnitude of axial load, were considered as the primary test parameters. Test results showed that square columns had higher stiffness and lower lateral deformation rather than rectangular columns. Both lap spliced tie and U-shaped tie provided comparable or improved seismic performance to $90^{\circ}$ hook tie in terms of maximum strength, ductility, and energy dissipation. The predicted curves with modeling parameters in ASCE41-13 were conservative for test results of lap spliced tie and U-shaped tie specimens since plastic behavior after flexural yielding could not be considered. For economical design, ASCE41-13 should be revised with various test results of tie details.

• 복식문화연구
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• 제29권1호
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• pp.28-47
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• 2021

The purpose of this study is to provide basic data to assist students and industrial designers in fashion by examining the trend of designing women's wear with the SCAMPER method. In the research, the seven types of SCAMPER methods for fashion design were classified based on the previous studies. From 2010 S/S to 2020 S/S, data from 5,149 photographs were collected through overlapping checks and classified by SCAMPER method type. Data analysis was performed using SPSS 25.0 for frequency analysis. As a result, in the SCAMPER "combine" method, more than two items were combined, or structural details were combined with items. In the most applied "adapt" method was involved imitating similar images, or natural forms, or other objects. The "modify" method was applied by changing the shape of some details in basic fashion items. The "magnify" method was applied by enlarging, elongating, or elevating some details of fashion items. The "minify" method was applied by minimizing, shortening, or lowering some details of basic fashion. The method of "put to other use" was expressed throughout the clothing by using non-fabric or trimmings such as metal, beads, and strings. The "rearrange" method was applied by repositioning the top and bottom, front and back, or outside and inside in fashion items and in details. The "reverse" method was applied by reversing the style of fashion, mix-and-match fabric, or switching the gender of the fashion items.

• 대한의용생체공학회:의공학회지
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• 제44권5호
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• pp.315-323
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• 2023

The objective of this study is to identify the selective application targets for reporting on details of supply of class 1 and 2 medical devices as part of the improvement of the reports on details of supply of medical device system, and to analyze its effectiveness. Therapeutic materials covered by health insurance and secondhand medical devices were chosen based on the transparency of health insurance coverage and the management of medical device distribution. As a result, approximately 85% of groups can be excluded from the reporting requirements compared to reporting all items under Class 1 and 2 medical devices. This is expected to enhance the efficiency of supply reporting tasks. Additionally, the information on supply details managed by the regulatory authority can be utilized for statistical analysis and periodic monitoring, serving as fundamental data for the development of medical device-related policies and research in the field of medical devices.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.525-530
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• 1998

The objective of this experiment is to observe the elastic and inelastic behaviors of high-rise reinforced concrete frames with nonseimic details. To do this, a building frame designed according to Korean seismic code and detailed in the Korean conventional manner was selected. An 1:12 scale plane frame model was manufactured according law. Reversed lateral load tests and monotonic push-over test were performed under the displacement control. To simulate the earthquake effect, the lateral force distribution was maintained to be an inversed triangular by using whiffle tree. From the tests, story displacements, lateral story forces, local plastic rotations and the relations between inter-story drift versus story shear are obtained. Based on the test results, conclusions on the characteristics of the elastic and behaviors of a high-rise reinforced concrete frame with nonseismic details are drawn.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.553-558
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• 2001

Recent destructive seismic events demonstrated the importance of mitigating human casualties and serious property damages in design and construction of structures. The Korean Bridge Design Specifications (1992) adopted seismic design requirements based on the AASHTO specification, and minor modification was made in 2000. The longitudinal steel connection of reinforced concrete bridge column is sometimes practically unavoidable. The longitudinal reinforcement details affect seismic performance such as flexural failure and shear failure. This research aims to develop longitudinal steel connection details with confinement steel by experimental study for seismic performance of reinforced concrete bridge columns. Quasi-static test under three different axial load levels was conducted for 12 spiral column specimens. All the column specimens had the same aspect ratio of 3.5. The column specimens were transversely reinforced with spiral and with five different longitudinal steel connection. The final objective of this study is to suggest appropriate longitudinal reinforcement connection details for the limited ductility design concept and improve construction quality.

• 한국주거학회논문집
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• 제16권6호
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• pp.47-54
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• 2005

By 2019, Korea is expected to be an aged society, age group of 65 and older being over $14\%$ of the total population, considering their rapid increase today. Also the phenomenon of population structure are accelerated by a low birth rate and long life span. This study was intended to find out the inconvenient details in houses pointed out by the elderly. This survey was taken by trained interviewers from the people of ages 65 and older living in Daejeon city. Statistical analysis was implemented from 583 appropriate data out of 624 questionnaires using (SPSS PC+ 10.0). The results were as follows. The elderly were put to inconvenience noises in room, old facility in living room and outmoded facility in kitchen and bathroom in detached house. And they were put to inconvenience the size of room, living room and bathroom and old-fashioned facility in kitchen in apartment. The stairway and bathroom in detached house and balcony, elevator and bathroom in apartment were pointed out dangerous spaces in house.