• 정보화정책
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• 제20권1호
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• pp.42-60
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• 2013

정보화시대에 있어서 기업의 업무 처리는 컴퓨터를 활용하는 것이 대부분이며 컴퓨터 오남용을 방지하기 위한 억제요인에 대해 많은 투자를 하고 있음에도 불구하고 빈도와 양은 증가추세에 있다. 따라서 본 연구의 목적은 기업내에서 개인 용도로 컴퓨터를 오남용 하고 있는 요인들을 조직적 특성과 개인적 특성으로 구분하여 파악해 보고자 한다. 조직 특성으로 살펴본 윤리강령 및 징계는 태도와 의도에 유의한 영향을 미치는 것으로 나타났다. 이는 윤리강령이 명확히 명문화 되어 있고 경영정책에 반영함으로써 종업원 스스로 지켜야 한다는 의지를 각인시킴으로써 회사의 정책과 연계시킬 수 있다는 것을 시사하며, 아울러 징계의 명시화와 인사고과에 반영하는 등의 노력이 효과가 있는 것으로 판단되어 진다. 조직 충성도는 태도에 유의하게 나타났으나 의도에는 유의하지 않게 나타났다. 이는 조직충성도 강도에 따라 반드시 컴퓨터 오남용 의도로 이어지는 것은 아니며 개인의 성향, 심리적 상태, 조직 분위기 등에 따라 다소 개인적인 차이가 있을 수 있을 것으로 생각되어 진다. 컴퓨터 오남용의 행동은 태도 및 의도에 의해 유의한 영향을 받았다. 업무이외의 목적으로 회사 컴퓨터를 사용하는 것이 부적절하다고 생각하기 보다는 조직 구성원에게 피해를 주지 않거나 일과시간 외 업무이외의 목적으로 얼마든지 회사 컴퓨터를 사용할 수 있다고 판단하는 성향이 강하다는 것으로 파악할 수 있겠다.

• 한국컴퓨터정보학회논문지
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• 제28권4호
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• pp.21-29
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• 2023

본 논문에서는 인구 조사에서 산업 및 직업 코드를 자동 분류하기 위한 인공지능 기반 시스템을 제안한다. 산업 및 직업 코드의 정확한 분류는 정책 결정, 자원 할당 및 연구를 위해 매우 중요하지만, 기존의 방식은 사람이 작성한 사례 사전에 의존하는 규칙 기반 방식으로 규칙 생성에 필요한 시간과 자원이 많이 소요되며 오류 발생 가능성이 높다. 우리는 본 논문에서 통계 기관에서 사용하는 기존의 규칙 기반 시스템을 대체하기 위해 사용자가 입력한 데이터를 이용하는 인공지능 기반 시스템을 제안하였다. 이 논문에서는 여러 모델을 학습하고 평가하여 산업에서 86.76%의 일치율, 직업에서 81.84%의 일치율을 달성한 앙상블 모델을 개발하였다. 또한, 분류 확률 결과를 기반으로 프로세스 개선 작업도 제안하였다. 우리가 제안한 방법은 전이 학습 기술을 활용하여 사전 학습된 모델과 결합하는 앙상블 모델을 사용하였으며, 개별 모델과 비교하여 앙상블 모델의 성능이 더 높아짐을 보였다. 본 논문에서는 인공지능 기반 시스템이 인구 조사 데이터 분류의 정확성과 효율성을 향상시키는 잠재력을 보여주며, 인공지능으로 이러한 프로세스를 자동화함으로써 더 정확하고 일관된 결과를 달성하며 기관 직원의 작업 부담을 줄일 수 있다는 점을 보여준다.

• 복식
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• 제55권6호
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• pp.159-171
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• 2005

The Goth style arouses Medieval syndrome, nostalgia and decadence, considering that Goth style shown in the contemporary fashion rend, tradition and fantasy that appeared in transition of the 21st century. This study is based on documents related to real Goth festivals and events to grasp various characteristics of Goth street style. The Goth style shown in high fashion classified the style on the basis of characteristics of camp culture from the viewpoint of bottom up from non-mainstream to mainstream with catwalk as the central figure. Considering appearance of Goth, property of subculture after the 1980s as alternative subculture as well phenomenon of latter subculture. Also it was possible to grasp attribute of lifestyle shown in music and fashion code from the viewpoint that alternative subculture was in pursuit of individual personality and autonomy. As an alternative subculture, Goth that appeared in UK from the late 1970s to the early 80s is considered new lifestyle, which means the scene of modern underground.

• 복식
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• 제55권7호
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• pp.76-88
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• 2005

The aim of this study is to define the concept of the matchless, and its social and cultural origins. I shall also define the different types of Matchless style, the respective characteristics of each style, and the distinguishing features of this style in domestic street fashion. In order to do this, 1 have referred to several published studies and a number of Web-sites of Korean fashion information companies for my research. The results of this study are the following; 1. The concept of matchless is a positive way of self-expression by coordination, created by consumers who attach great importance to their image and to developing their individual style. Also, this concept constitutes a new approach to code which reanalyzes existing styles with a new sensitivity. 2. The social & cultural origins of matchless are the expansion of fear of war and terror, and economic depression, the extension of the 5-day workweek, interest in 'Well-being', and the phenomena of cultural diversity. 3. The types of Matchless are Style Matchless, Theme Matchless, Texture Matchless, Season Matchless, and Complex-Layered Matchless. 4. The distinguishing features of Matchless in street fashion are the distinction of formal & Casual wear's Matchless, the creation of a new Look in Sports & Casual wear's Matchless, the development of a new coordinated, layered look, the immense popularity of Denim, the new fashionable versions of Military style, and the renaissance of the Romantic Feminine Look.

• Structural Engineering and Mechanics
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• 제32권3호
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• pp.371-382
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• 2009

Response of harbor structure to environmental loads such as wave load, impact load, ship's contacting load, is a fundamental factor in designing of the structure's optimal configuration. In this paper, typical environmental loads against coastal structures are investigated for designing of the optimal harbor structure. Loads to be considered here are wave load, impact load and contacting load due to ship mooring. Statistical analysis for several harbor structure types under the corresponding loads is carried out, followed by investigation of effect of individual environmental load. Based on these, the optimal configuration for the harbor structure is obtained after considerable engineering process. Estimation of contacting load of the ship is suggested using effective energy concepts for the load, and analysis of structural behavior is done for the optimal designing of the structure in the particular load. A guideline for the design process of the harbor structure is established, and safety of the structure is examined by proposed scheme. For verification of the analytical approach, various steel-piled coastal structures and caissons are chosen and relevant structural analyses are carried out using the Finite Element Methods combined with MIDAS/GTS and ANSYS code. It is found using the Morison equation that impact load cannot be a major load in the typical harbor structure compared with the original wave load, and that configuration shape of the structure may play an important role in consideration of the response criteria.

• International Journal of Concrete Structures and Materials
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• 제8권2호
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• pp.129-139
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• 2014

In this study, the concrete fracture energy was obtained using the three point notched beam test method developed by Hillerborg et al. (Cem Concr Res 6(6):773-782, 1976). A total of 12 notched concrete beams were tested under two different loading conditions: constant stroke control and constant crack mouth opening displacement (CMOD) control. Despite individual fracture energies obtained from the two different loading conditions showing some variation, the average fracture energy from both loading conditions was very similar. Furthermore, the results obtained support the idea that a far tail constant "A" could change the true fracture energy by up to 11 %, if it is calculated using CMOD instead of LVDT. The far tail constant "A" is determined using a least squares fit onto a straight line according to Elices et al. (Mater Struct 25(148):212-218, 1992) and RILEM report (2007). It was also observed that the selection of the end point can produce variations of the true fracture energy. The end point indicates the point in the experiment at which to stop. An end point of 2 mm has been recommended, however, in this study other end points were also considered. The final form of the bilinear softening curve was determined based on Elices and Guinea's methods (1992, 1994) and RILEM report (2007). This paper proposes a bilinear stress-crack opening displacement curve according to test results as well as the CEB-FIP model code.

• 국제초고층학회논문집
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• 제5권1호
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• pp.1-12
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• 2016

The 1100 foot [335 m] tall Wilshire Grand Center tower under construction in Los Angeles illustrates many key outrigger issues. The tower has a long, narrow floor plan and slender central core. Outrigger braces at three groups of levels in the tower help provide for occupant comfort during windy conditions as well as safety during earthquakes. Because outrigger systems are outside the scope of prescriptive code provisions, Performance Based Design (PBD) using Nonlinear Response History Analysis (NRHA) demonstrated acceptability to the Los Angeles building department and its peer review panel. Buckling Restrained Brace (BRB) diagonals are used at all outrigger levels to provide stable cyclic nonlinear behavior and to limit forces generated at columns, connections and core walls. Each diagonal at the lowest set of outriggers includes four individual BRBs to provide exceptional capacities. The middle outriggers have an unusual 'X-braced Vierendeel' configuration to provide clear hotel corridors. The top outriggers are pre-loaded by jacks to address long-term differential shortening between the concrete core and concrete-filled steel perimeter box columns. The outrigger connection details are complex in order to handle large forces and deformations, but were developed with contractor input to enable practical construction.

• 천문학회지
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• 제49권3호
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• pp.65-71
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• 2016

We obtain the first complete CCD light curves (LCs) of the contact binary AP UMi in the VRI bands and analyzed them by means of the PHOEBE code. A spotted model is applied to treat the asymmetry in the LCs. The LC morphology clearly shows the O'Connell effect and the solution shows an influence of star spots on both components. Such effect of star spots is common between the RS CVn and W UMa chromospherically active stars. Based on the obtained solution of the LCs we investigate the evolutionary state of the components and conclude that the system is a pre-intermediate contact binary (f = 0.29) with mass ratio q = 0.38, and it is an A-type W UMa system where the less massive secondary component is cooler than the more massive primary one.

• 천문학회지
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• 제34권1호
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• pp.35-40
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• 2001

For the planned experiments of Korea Sounding Rocket-III (KSR-III), we have constructed a model of MUV dayglow in the mid-latitude. The model computes relative intensities of individual emission lines in the Vegard-Kaplan and 2PG band systems of $N_2$ in the wavelength range of 2500-3500${\AA}$. In addition to the emission lines, solar scattered continuum was computed by an extended LOWTRAN7 code, in which we have included solar scattering in altitudes higher than 100 km by using MSIS90 thermosphere model. Ratios among vibrational bands of VK and 2PG system, were computed from the observed MUV dayglow spectra of Cleary et al. (1995). The model provides MUV dayglow intensitiy profiles with a wavelength resolution of 3.13${\AA}$ as a function of altitude. The computed intensity profiles have been utilized in designing the KSR-III airglow photometers.

• 한국항공우주학회지
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• 제37권7호
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• pp.634-641
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• 2009

본 연구에서는 개별 블레이드의 복합재료 물성의 불확실성에 의해 발생하는 허브 진동하중의 특성에 대해 고찰하였다. 몬테-카를로 시뮬레이션 기법을 적용하여 시험에서 얻은 복합재료의 기계적 특성으로부터 블레이드의 단면 강성계수에 대한 확률적 분포를 구하였다. 단면 강성계수의 평균 및 표준편차 값을 이용하여 통합 공탄성 해석 코드의 입력 파일을 생성하고, 이로부터 허브 작용 하중을 구하였다. 복합재료 블레이드의 불확실성 효과는 필연적으로 로터 시스템의 상이성을 야기함을 보였다. 또한 개별 강성계수의 변화에 대한 허브 진동 응답의 특성을 확인하였다.