• 복식
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• 제59권2호
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• pp.18-28
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• 2009

Korea Ancient Gagye in Clothing history has the following meanings with ceremonial, social, and aesthetic aspects, related to symbolism of its formality and procedures, flexibility about social aspects, and clothing beauty. First, Gagye must be worn in formal ceremonies with its clothes. Different Gagye in different time and place means the symbolism of its formality and ceremonies. Gagye played a big role as a means to carry out national ceremonies In diplomatic relationship with China. Second, Korea Ancient Gagye had been worn in every class irrespective of social status. Because it could be worn reflecting personal preferences even in old communities. Additionally Gagye had flexibility to reflect the historical aspects and improved various Gagye types reflecting Buddhism and practical science. So Gagye becomes significant sharing the common value with Korea Clothing culture. Third, Korea Ancient Gagye developed aesthetic spirit concerning beauty of Clothing. In the Age of the Three States, Clothing and Gagye types kept balanced and made good harmony. Gagye had gotten little exaggerated and expanded and become changed into loaded hair type.

• 복식
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• 제60권3호
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• pp.56-65
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• 2010

It is time to create an image of Korea that uniquely defines and represents the nation to the world, by incorporating Korean traditions with the cultural industry. To this end, it is important to see the beauty of Korean tradition from an academic perspective and further explore its utility from an industrial viewpoint. This study is intended to design uniforms for employees in Korean restaurants at hotels or docents in Korean-styled museums. In doing so, we eyed on Baeja, a Korean traditional vest as the cultural archetype, and created cultural products. As our archetype, we chose two pieces of Baeja : one excavated from the tomb of Suryun Sim (1534-1589) which is displayed in the Gyeonggi Provincial Museum, and the other from Byeon of the Jeonju Lee family (1636-1731) in Suk Joo-Sun Memorial Museum at Dankook University. We also adopted Dapho with a Korean traditional vest with long length. Based on these cultural archetypes, seven products were developed. With the traditional food and way of living in Korea being more and more recognized in the global stage, it would be continuous creation and development of cultural contents with history and story rooted in the cultural heritage of the nation that could enrich our culture by bringing traditions back to the modern days to incorporate the past into the present. It is important to restore traditions when developing cultural products. However, it is also critical to commercialize ideas with stoη and creativity in the market for cultural products.

• 제어로봇시스템학회논문지
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• 제5권6호
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• pp.753-763
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• 1999

The existing SCADA(Supervisory Control and Data Acquisition) system software is usually developed to suitable for the specific hardware platforms. However, as per rapid improvement of computer performance and development of network technology, it is required to support scalability and inter-operability in existing different SCADA systems. In order to meet such requirements, in this paper, we propose a new type of SCADA testbed using Java for electric distribution applications. The system consists of three modules; development support tools, client and server modules. The basic architecture of the proposed SCADA system is similar to existing one, however, we improve the function of MTU and MMI interface to facilitate LAN and WAN environment. Also, the proposed system can deals with alarm and history data by using heterogeneous DBMS. Since the system is built in Java environment, the development cost is cheap and it can support sacalability and portability. Our experience can be utilized to develop next generation of small and medium size of SCADA system.

• 한국지진공학회논문집
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• 제6권3호
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• pp.87-93
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• 2002

본 연구에서는 평면 비대칭건물의 비탄성 변위를 주어진 목표까지 제한하기 위하여 필요한 추가적인 감쇠량을 구하는 방법에 관하여 연구하였다. 이를 위하여 먼저 비대칭구조물의 항복 후 거동을 분석하고 구조물에 발생하는 연성도 요구량을 이용하여 필요한 등가 감쇠비를 유도하였다. 이러한 방법을 지진하중을 받는 5층 비대칭구조물에 적용하였다. 시간이력해석 결과와의 비교에 따르면 제안된 방법에 따라 점성감쇠기를 설치한 경우 주어진 지진하중에 대하여 약변 및 강변 모두 만족할만한 거동을 보이는 것으로 나타났다.

• 한국정밀공학회지
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• 제19권3호
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• pp.95-100
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• 2002

Built-in Eccentric Bearing-Torsional Spring (BEBTS) type Automatic Belt Tension Unit (ABTU) is one of typical belt tension units. The BEBTS type ABTU system frequently experiences torsional vibration about its pivot due to the variation of belt tension. However, it is very difficult to analyze the rotational (or torsional) vibration of the ABTU because the exciting moment varies according to the change of belt tension. To get over this difficulty, in this paper. the ABTU was simplified as 1-DOF translational motion model in the tangential direction. Its equation of motion was derived and solved. The time history and frequency responses were computed and examined for three of BEBTS type ABTUs which are made by different manufacturers but the tame kind.

• 한국강구조학회 논문집
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• 제27권3호
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• pp.281-288
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• 2015

댐퍼를 비롯한 대부분의 내진성능 향상 부재는 골조를 구성하는 주요구조부재가 소성상태에 진입한 다음 나타나는 층 강성 저하에 대한 대처가 없어 대지진 시 건물의 층 파괴를 방지하지 못할 가능성이 높다. 이에 본 논문은 건물의 주요부재가 탄성항복한 뒤에도 건물의 층 강성을 일정기간 유지시킬 수 있는 고강도강 내진성능 향상부재를 제안한다. 본 논문에서는 다음과 같은 사실을 알 수 있다. (1) 골조의 소성화 항복 후 저감된 수평내력을 보강하는 탄성 부재를 제안방식으로 설계 시 기존 면적을 방해하지 않는 작은 단면으로 최대 층간변형각 0.02rad 까지 내력 저감 보강 가능 (2) 제안 내진성능 향상부재의 최저 적용으로도 설계 레벨을 상회하는 거대 지진에서 과다변형집중방지에 상당한 효과를 발휘하는 것을 확인.

• Structural Engineering and Mechanics
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• 제64권2호
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• pp.213-223
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• 2017

Bridges are lifeline and integral components of transportation system that are susceptible to seismic actions, their vulnerability assessment is essential for seismic risk assessment and mitigation. The vulnerability assessment of bridges common in Pakistan is very important as it is seismically very active region and the available code for the seismic design of bridges is obsolete. This research presents seismic vulnerability assessment of three real case simply supported multi-span reinforced concrete bridges commonly found in northern Pakistan, having one, two and three bents with circular piers. The vulnerability assessment is carried through the non-linear dynamic time history analyses for the derivation of fragility curves. Finite element based numerical models of the bridges were developed in MIDAS CIVIL (2015) and analyzed through with non-linear dynamic and incremental dynamic analyses, using a suite of bridge-specific natural spectrum compatible ground motion records. Seismic responses of shear key, bearing pad, expansion joint and pier components of each bridges were recorded during analysis and retrieved for performance based analysis. Fragility curves were developed for the bearing pads, shear key, expansion joint and pier of the bridges that first reach ultimate limit state. Dynamic analysis and the derived fragility curves show that ultimate limit state of bearing pads, shear keys and expansion joints of the bridges exceed first, followed by the piers ultimate limit state for all the three bridges. Mean collapse capacities computed for all the components indicated that bearing pads, expansion joints, and shear keys exceed the ultimate limit state at lowest seismic intensities.

• Earthquakes and Structures
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• 제13권3호
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• pp.289-297
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• 2017

This paper presents seismic performance and reliability evaluation on steel-timber hybrid shear wall systems composed of steel moment resisting frames and infill light frame wood shear walls. Based on experimental observations, damage assessment was conducted to determine the appropriate damage-related performance objectives for the hybrid shear wall systems. Incremental time-history dynamic analyses were conducted to establish a database of seismic responses for the hybrid systems with various structural configurations. The associated reliability indices and failure probabilities were calculated by two reliability methods (i.e., fragility analysis and response surface method). Both methods yielded similar estimations of failure probabilities. This study indicated the greatly improved seismic performance of the steel-timber hybrid shear wall systems with stronger infill wood shear walls. From a probabilistic perspective, the presented results give some insights on quantifying the seismic performance of the hybrid system under different seismic hazard levels. The reliability-based approaches also serve as efficient tools to assess the performance-based seismic design methodology and calibration of relative code provisions for the proposed steel-timber hybrid shear wall systems.

• 복식
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• 제65권7호
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• pp.86-100
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• 2015

This study is to investigate the relationships between heel height and macro-economic factors - recession and unemployment; and to analyze the time lags reflecting economic factors on heel height index using U.S. data. The life-history evolution theory was applied to propose the relationships studied. The data for the heel height measurements of women's shoes - pump style only - were obtained from US Vogue fashion editorial sections on spring and fall editions from 1950 to 2014. I divided the heel height by the length of the shoes in order to standardize the data. Total of 1581 samples were used, and heel height data were aggregated to create a yearly average. To explore the relationships between macro-economic factors and heel height, this study used OLS of Stata 13 program. The main findings show that unemployment rates influenced heel height for three years in a positive direction. Furthermore, the effects of unemployment rate from two years ago on the current heel height were very close to being on a significant level.

• Structural Engineering and Mechanics
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• 제61권4호
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• pp.483-496
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• 2017

Earthquake excitations may induce important amount of seismic energy into structures. Current design philosophy mainly deals with the plastic deformations of replaceable energy dissipating devices rather than damages accumulated on structural members. Since earthquake damage is substantially concentrated on these devices they could be replaced after severe earthquakes. In this study, the efficiency of steel cushion (SC) on seismic improvement of a vulnerable reinforced concrete (RC) frame is determined by means of several numerical simulations. The cyclic shear behaviors of SCs were determined by performing quasi-static tests. The test results were the main basis of the theoretical model of SCs which were used in the numerical analysis. These analyses were performed on three types of RC frames namely bare frame (BF), full-braced frame (F-BF) and semi-braced frame (S-BF). According to analysis results; implementation of SCs has considerable effects in reducing the storey shear forces and storey drifts. Moreover plastic energy demands of structural elements were reduced which indicates a significant improvement in seismic behavior of the RC frame preventing damage accumulation on structural elements. Full-braced frame having SCs with the thickness of 25 mm has better performance than semi-braced frame interms of energy dissipation. However, global energy dissipation demand of S-BF and F-BF having SCs with the thickness of 18 mm are almost similar.