• 한국의류산업학회지
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• 제11권4호
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• pp.515-526
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• 2009

From traditional ceremony to science technology, origami was used as technique for artistic creativity and functionality based on formative characteristics. The purpose of this study is to analyze the expressive characteristics of functionality in fashion design using origami technique. The method of this study was to analyze recent documentaries, fashion books, fashion magazines, internet web site and so forth. The results were as follows: In various fields of design, the category of the expressive characteristics was classified as efficient correspondence of space, compositive convergence of function, variable potentiality of form and human ergonomic optimum. In recent origami fashion based on functionality, the efficient correspondence of space was expressed constructive or decorative pocket design, using on clothing surface and varied design by lifestyle. The compositive convergence of function was expressed innovative connection of fashion items or non-fashion items and deconstructed classical clothing pattern. The variable potentiality of form was expressed control of form by irregular fold, dynamic metamorphosis by organic fold and creation of varied clothing silhouette. The human ergonomic optimum was expressed metamorphosis mechanism from two dimension to three dimension, suitable construction to physical ability and limit and organic form based on articular folding. The functional origami fashion means reflection of nomadic lifestyle, maximum of usability, pursuit of playful sensibility, creation of new body aesthetic and pursuit of technology and humanism. And the result of these study may be used for creative inspiration in fashion design because of unique characteristics.

• Asian Journal of Business Environment
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• 제7권3호
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• pp.23-31
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• 2017

Purpose - The purpose of this paper is to rationale the new approach to analysis of the human capital as a factor of effective development of a national economy and increase the level of country's competitiveness. Research design, data, and methodology - This research aims the furthest development of the conception in human capital formation. The study made on the base of the methods with scientific classification and systematization, that is, comparative, statistical analysis, economic-mathematic method, and expert assessment and ratings. Results - This research attempted to measure the correlation between the human capital elements and the level of country's competitiveness. The study revealed that formation of the competitive human capital cannot be considered in separation from the development and modernization of education system, the improvement of employment sphere, and the creation of effective interaction between them through the system of professional skills. Conclusions - The competitive human capital formation is one of the most important goals in the innovative economy construction and modern development, and it is also indispensable subject. Especially in the condition of economic crises, the necessity of formation and development of the effective human capital is considerably increasing. Realization of this task requires the development and stimulation of all the factors influencing the growing human potential.

• Steel and Composite Structures
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• 제25권4호
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• pp.427-442
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• 2017

This paper presents unprecedented damped oscillation behaviours of a precast steel-concrete composite slab panel for track support. The steel-concrete composite slab track is an innovative slab track, a form of ballastless track which is becoming increasingly attractive to asset owners as they seek to reduce lifecycle costs and deal with increasing rail traffic speeds. The slender nature of the slab panel due to its reduced depth of construction makes it susceptible to vibration problems. The aim of the study is driven by the need to address the limited research available to date on the dynamic behaviour of steel-concrete composite slab panels for track support. Free vibration analysis of the track slab has been carried out using ABAQUS. Both undamped and damped eigenfrequencies and eigenmodes have been extracted using the Lancsoz method. The fundamental natural frequencies of the slab panel have been identified together with corresponding mode shapes. To investigate the sensitivity of the natural frequencies and mode shapes, parametric studies have been established, considering concrete strength and mass and steel's modulus of elasticity. This study is the world first to observe crossover phenomena that result in the inversion of the natural orders without interaction. It also reveals that replacement of the steel with aluminium or carbon fibre sheeting can only marginally reduce the natural frequencies of the slab panel.

• Structural Engineering and Mechanics
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• 제47권6호
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• pp.741-756
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• 2013

Distributed-Steel Bar Reinforced Concrete (DSBRC) columns, a new and innovative construction technique for composite steel and concrete material which can alleviate the difficulty in the arrangement of the stirrup in the column, were studied experimentally and analytically in this paper. In addition, an ordinary steel Reinforced Concrete (SRC) column was also tested for comparison purpose. The specimens were subjected to quasi-static load reversals to model the earthquake effect. The experimental results including the hysteresis curve, resistance recession, skeleton curves and ductility ratio of columns were obtained, which showed well resistant-seismic behavior for DSBRC column. Meanwhile a numerical three-dimensional nonlinear finite-element (FE) analysis on its mechanical behavior was also carried out. The numerically analyzed results were then compared to the experimental results for validation. The parametric studies and investigation about the effects of several critical factors on the seismic behavior of the DSBRC column were also conducted, which include axial compression ratios, steel ratio, concrete strength and yield strength of steel bar.

• 드라이브 ㆍ 컨트롤
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• 제17권4호
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• pp.97-102
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• 2020

This paper presents the basic research for the design and fabrication of a 3D-printed load cell made of NCPC (nano-carbon piezo-resistive composite). We designed a structure that can resonate at a low frequency range of about 5-6 Hz with ANSYS using sensitivity analysis and a response surface method. The design was verified by fabricating the device with a low-quality commercial 3D printer and ABS filament. We conducted a feasibility test for a commercial sensor using 1000 cyclic load tests at 0.3 Hz in a material testing system. A manufacturing process for the 3D printer filament based on the NCPC was also developed using the nano-composite process.

• Structural Engineering and Mechanics
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• 제84권1호
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• pp.63-76
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• 2022

Major engineering requirements and technological developments in the steel construction industry are discussed to support a new innovative system, namely corrugated web beams, for future structural projections. These new-generation steel beams, fabricated as welded plate girders with corrugated webs, are designed to combine large spans with very low weight. In the present study, the flexural capacity of optimally designed trapezoidal and sinusoidal corrugated web beams was aimed at. For this purpose, the new metaheuristic methods, specifically hunting search and firefly algorithms, were used for the minimum weight design of both beams according to the rules of Eurocode EN 1193 15 and DASt-Ri 015. In addition, the strengthening effects of the corrugation geometry at the web posts on the load capacity of fabricated steel beams were tested in a reaction frame. The experimental tests displayed that the lateral capacity of trapezoidal web beams is more durable under flexural loads compared to sinusoidal web beams. These thin-walled beams were also simulated using a 3-D finite element model with plane strain to validate test results and describe the effectiveness of the ABAQUS software.

• 한국강구조학회 논문집
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• 제19권6호
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• pp.611-620
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• 2007

일반적인 중력하중 재하상태의 라멘구조에서는 보-기둥의 이음부에 최대 부모멘트가 발생하며, 일반적으로 이음부의 최대 부모멘트가 보 중앙의 최대 정모멘트보다 크게 나타나므로 보와 기둥의 이음부에서의 모멘트에 의하여 보의 단면이 결정된다. 그러나 보와 기둥의 이음부에 의하여 라멘구조물의 단면을 설계하면 보의 중앙부는 단면과대설계가 되어 단면의 효율성이 낮아지므로, 이음부의 부모멘트를 감소시켜 보 전체의 응력을 고르게 분포시키면 보다 효율적인 단면설계가 가능하게 된다. 본 연구에서는 라멘구조물의 최대 부모멘트 구간에 부재력 재분배 효과로써 보 전체의 응력을 고르게 분포시키고 단면을 감소시킬 수 있는 새로운 시공방법으로써 반력모멘트를 이용한 라멘구조물의 프리스트레싱 공법을 제안하고자 한다. 반력모멘트는 프리스트레싱에 의하여 휨모멘트가 도입된 보부재를 기둥과 연결한 후, 도입된 프리스트레스를 제거할 시에 라멘구조물에 발생하는 반력을 이용하여 보와 기둥의 이음부에서 발생하는 최대 부모멘트를 감소시키고 부재력을 보 전체에 고르게 분배하여 구조물의 내하성능을 증진시키는 공법이다. 본 연구에서는 제안된 반력모멘트를 이용한 철골구조물의 프리스트레싱 도입 공법의 검증을 위하여 실험적 검증 및 구조해석을 실시하여, 반력모멘트에 의한 라멘구조물의 부재력 재분배 효과 및 효율성을 확인하였다.

• 콘크리트학회논문집
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• 제22권5호
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• pp.609-616
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• 2010

FRP-콘크리트 합성 바닥판은 압축에 강한 콘크리트를 상부에 위치시키고 인장에 강한 FRP를 하부에 위치시켜, FRP와 콘크리트가 갖는 장점을 극대화시킴으로서 내구성, 안전성 등을 두루 향상시킨 새로운 개념의 구조이다. 그러나 서로 다른 재질의 두 재료를 합성시키기 위한 방안으로서 연구 초기에 적용된 규사코팅 공법 외에 수직부착력을 향상시킬 수 있는 기계적 합성 방안을 고안하였다. 이렇게 고안한 합성 방안이 적용된 실제 사이즈의 바닥판 실험체를 제작하여 정적 및 피로반복실험을 수행하였다. 정적실험 결과 이 연구에서 제안한 합성 방안이 적용된 바닥판이 처짐 및 균열 등에 대해서 설계기준을 충분히 만족시켜 매우 우수한 성능을 나타내고 있었으며, 피로실험 결과 파괴하중의 50%로 200만회 가력한 후에도 처짐 및 균열 등에 대해 설계기준을 만족하고 있어 충분한 피로내구성을 확보하고 있는 것으로 나타났다. 이에 이 연구에서 제시한 규사코팅과 기계적 합성 방안을 동시에 적용한 합성 방안은 FRP-콘크리트 합성 바닥판에 대해 충분한 적용성을 갖고 있으며, FRP-콘크리트 합성 바닥판 설계시 제시한 설계조건들이 적절하게 이용될 수 있음을 확인하였다.

• Computers and Concrete
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• 제15권5호
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• pp.771-794
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• 2015

This paper proposes an innovative method for selection of measurement sets in static parameter identification of concrete or steel bridges. This method is proved as a systematic tool to address the first steps of Structural System Identification procedures by observability techniques: the selection of adequate measurement sets. The observability trees show graphically how the unknown estimates are successively calculated throughout the recursive process of the observability analysis. The observability trees can be proved as an intuitive and powerful tool for measurement selection in beam bridges that can also be applied in complex structures, such as cable-stayed bridges. Nevertheless, in these structures, the strong link among structural parameters advises to assume a set of simplifications to increase the tree intuitiveness. In addition, a set of guidelines are provided to facilitate the representation of the observability trees in this kind of structures. These guidelines are applied in bridges of growing complexity to explain how the characteristics of the geometry of the structure (e.g. deck inclination, type of pylon-deck connection, or the existence of stay cables) affect the observability trees. The importance of the observability trees is justified by a statistical analysis of measurement sets randomly selected. This study shows that, in the analyzed structure, the probability of selecting an adequate measurement set with a minimum number of measurements at random is practically negligible. Furthermore, even bigger measurement sets might not provide adequate SSI of the unknown parameters. Finally, to show the potential of the observability trees, a large-scale concrete cable-stayed bridge is also analyzed. The comparison with the number of measurements required in the literature shows again the advantages of using the proposed method.

• 한국건설관리학회논문집
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• 제11권1호
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• pp.88-100
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• 2010

국내외적으로 기업 간 경쟁은 점점 심화되고 있으며, 경쟁에서 살아남기 위하여 경영혁신전략 방법 중 하나인 6시그마를 도입하는 기업들이 늘어나고 있다. 이런 추세에 맞추어 6시그마는 전략적인 측면과 방법론적인 측면 모두에서 끊임없는 변화를 거듭하고 있다. 그러나 6시그마의 초기 방법론의 선정부터 프로젝트 수행 과정에서 적용된 프로세스의 효과 검증 및 사후관리 체계가 미흡하며, 그 수행 절차가 복잡하고 번거로움이 있어 개선 대상 선정과 수행과정에 있어 다수 기업 내에서 부서 간 협조가 아직까지도 매우 미흡하다고 할 수 있다. 이런 문제점들을 해결하기 위해서는 6시그마가 기업 내 경영혁신의 중심에 있는 상황에서 전사 확산과 전 직원의 참여를 위하여 보다 쉽게 배우고 활용할 수 있는 방법론에 대한 연구의 가속화가 절실한 것으로 판단된다. 이에 본 연구에서는 건설실무 중 6시그마 DMAIC 방법론이 적용된 사례분석을 통해 Measure 단계에서는 잠재인자에 대한 낭비요인 규명방법의 적용을 실시하였으며, Improve단계에서는 기존의 불필요한 단계를 축소함으로써 보다 효율적인 6시그마 적용 프로세스를 개발하여 제시하고자 하였다. 이를 적용한 사례 분석 결과 Measure 단계에서는 낭비요인을 통한 잠재인자 도출이 가능했으며, Improve 단계에서는 같은 결과 값을 유지하면서 기존 프로세스보다 단축된 단계로 개선프로세스의 수행이 가능하였다. 이때 Improve 단계의 축소는 6시그마 프로젝트의 개선효과에는 별다른 영향을 주지 않기 때문에 실제로 6시그마 프로젝트 수행 속도가 매우 향상 될 수 있을 것으로 기대된다.