• Proceedings of the Korea Information Processing Society Conference
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• 2008.05a
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• pp.789-792
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• 2008

범죄 예방과 자원 보호를 위해 CCTV 카메라를 이용하는 방범 시스템의 필요성은 점차 커지고 있다. 아날로그 형식에서부터 디지털 형식으로 발전된 형태의 방범 시스템이 개발되고 사용 중이지만, 비용이 높고 효율성이 떨어지는 문제가 있다. 본 논문에서는 웹 서비스 기반의 서버에 적외선 카메라를 연결하고 사용자가 사전 인지 없이도 클라이언트에서 실시간으로 침입을 탐지하여 적절하게 대처할 수 있는 방범 시스템을 설계하고 구현한다.

• Computational Structural Engineering
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• v.11 no.1
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• pp.80-89
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• 1998

본 기사에서는 기존 구조물의 구조를 변경하여 사용하는 경우 구조물 축소모형시험과 수치해석을 이용하여 안전도를 합리적으로 평가하는 절차에 관하여 지하철 정차장 구조물을 예로하여 살펴보았다. 구조물의 안전도를 평가하기 위한 구조물 축소모형 시험에서는 원형구조물의 실제 거동을 나타내는 모형의 제작이 가장 중요한 사항이다. 이를 위해서 적절한 상사율을 가지는 구조재료의 선정, 합리적인 경계조건의 설정, 실제하중을 고려한 재하방법 등을 결정하여야 한다. 구조재료의 선정과 모형의 축소율은 모형구조의 거동이 탄성범위 내인가 또는 극한거동인가에 따라 결정되는 것이 일반적이다. 안전도 평가를 위한 모형구조물의 제작과정에서는 원형구조물 거동을 수치해석을 통하여 예측하는 과정이 필요하며 이러한 사전해석(pre-analysis)을 통하여 구조물의 개략적인 거동과 측정항목을 정하며, 또한 합리적인 재하방법을 결정하게 된다. 모형구조물에 대한 재하시험을 통하여 원형구조물의 거동을 상사비를 적용하여 바로 예측할 수 있으나 재하하시험후 측정된 사항에 대하여는 모형구조물에 대한 사후해석(post-analysis)를 수행하여 측정값과 비교 검토하여 거동의 일치성을 입증하는 것이 일반적이다. 이런 과정을 거쳐 검증된 수치해석모델을 이용하여 실험에서 고려하지 않은 여러가지 하중조건에 수치적으로 검토할 수 있으며, 이를 이용하여 안전도검토와 적절한 대책을 수립할 수 있게 된다. 사전해석-모형시험-사후해석의 절차에 따른 구조물의 모형실험의 사례는 미국과 유럽에서 찾아볼 수 있으며 이를 통하여 수치해석기법의 발전이 이루어지고 있다. 현재까지 우리나라에서는 구조물 모형실험에 관련된 연구가 활발하지 못한 편이며, 상대적으로 경험이 적게 축적되어 있는 실정이다. 그러나 수치해석기법의 발전과 실제구조물의 안전도를 합리적으로 파악하기 위해서는 구조물모형 실험이 필수적이며 앞으로 연구가 활발히 이루어져야 할 분야로 사료된다.leic acid와 palmitic acid가 주요 지방산이었으나 싸리버섯은 중성지질에서 oleic acid의 함량이 높았다.n the part of special landscape management area, it is necessary to introduce landscape impact assessment system to more effective landscape management.ch served as supporting organizations. The control of the construction and management of the royal garden and landscape was held by decision makers, executors of works and management. 2) The general process of the construction and management of the royal garden and landscape included Sangji and Kyuho다 as the first step; In case of buildings and facilities, according to former examples and drawings, the most of the planning and design was already fixed. In the case of landscape, those things aimed at construction according to the existing lie of the land. The works in the 2nd step; This process was divided into the construction of facilities and planting. In case of construction of facilities, those works were done by Togam and

• Journal of the Computational Structural Engineering Institute of Korea
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• v.35 no.6
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• pp.375-380
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• 2022

High-speed railway bridges carry a risk of dynamic response amplification due to resonance caused by train loads, and running safety and riding comfort must therefore be reviewed through dynamic analysis in accordance with design codes. The running safety and ride comfort calculation procedure, however, is time consuming and expensive because dynamic analyses must be performed for every 10 km/h interval up to 110% of the design speed, including the critical speed for each train type. In this paper, a deep-learning-based prediction system that can predict the running safety and ride comfort in advance is proposed. The system does not use dynamic analysis but employs a deep learning algorithm. The proposed system is based on a neural network trained on the dynamic analysis results of each train and speed of the railway bridge and can predict the running safety and ride comfort according to input parameters such as train speed and bridge characteristics. To confirm the performance of the proposed system, running safety and riding comfort are predicted for a single span, straight simple beam bridge. Our results confirm that the deck vertical displacement and deck vertical acceleration for calculating running safety and riding comfort can be predicted with high accuracy.

• Journal of the Korea Concrete Institute
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• v.26 no.3
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• pp.401-409
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• 2014

This research develops tools and strategies for optimizing RC column sections applied in tall buildings. Optimization parameters are concrete strength and section shape, the objective function for which is subject to several predefined constraints drawn from the original structural design. For this purpose, we developed new components for StrAuto, a parametric modeling and optimization tool for building structure. The components receive from external analysis solvers member strengths calculated from the original design model, and output optimized column sections satisfying the minimum cost. Using these components, optimized sections are firstly obtained for each predefined concrete strength applied to the whole floors in the project building. The obtained results for each concrete strength are comparatively examined to determine the fittest sections which will also result in the fittest vertical zoning for concrete strength. The main optimization scenario for this is to search for the vertical levels where the identical optimized sections coincide for the two different concrete strengths in concern, and select those levels for the boundaries where a concrete strength will be changed to another. The optimization process provided in this research is a product of an intensive development designed for a specific member in a specific project. Thus, the algorithm suggested takes on a microscopic and mathematical approach. However, the technique has a lot of potential that it can further be extensively developed and applied for future projects.

• KIPS Transactions on Software and Data Engineering
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• v.2 no.4
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• pp.281-290
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• 2013

The IT asset is a core part that supports the management objective of an organization, and the fast settlement of the IT asset fault is very important. In this study, a fault recovery prediction technique is proposed, which uses the existing fault data to address the IT asset fault. The proposed fault recovery prediction technique is as follows. First, the existing fault recovery data were pre-processed and classified by fault recovery type; second, a rule was established for the keyword mapping of the classified fault recovery types and reported data; and third, a machine learning process that allows the prediction of the fault recovery method based on the established rule was presented. To verify the effectiveness of the proposed machine learning process, company A's 33,000 computer fault data for the duration of six months were tested. The hit rate for fault recovery prediction was approximately 72%, and it increased to 81% via continuous machine learning.

• Journal of the Korean Applied Science and Technology
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• v.36 no.3
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• pp.737-747
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• 2019

The purpose of this study was the development and effectiveness of the Emotional Leadership program by Enneagramr. A nonequivalent control group pretest-posttest design was used to measure the effects of the program on the Emotional Leadership. Participants in a validation therapy program were 30 Leaders who attended 6 weekly sessions of approximately 60 minutes each. Effexts were evaluated through pre and post tests that included measurement of Emotional Leadership, Organizational Performance, and the Self Efficacy. The study variables were analyzed using ${\chi}^2$-test, Fisher's exact test, t-test with SPSS statistical package. For the Leaders, a statistically significand increaded in Emotional Leadership, Organizational Performance. Therefore, it is recommended to utilize the Emotional Leadership Program for Nurse's Leaders by improving the Emotional Leadership and Organizational Performance.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.4D
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• pp.627-634
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• 2006

Now, in a domestic country, the rebuilding and redevelopment of existing houses has been rapidly increasing with an economic growth and the improvement of living condition. As a result of that, a lot of C&D waste has been also produced. Nevertheless, it is not easy to find the research results for appropriate treatment and management of C&D waste in domestic. Therefore this study suggests the optimum deconstruction management system for minimizing construction waste and increasing reuse or recycle rate of material different from traditional demolition. The system makes it possible to plan and manage in advance quantity of C&D waste, demolition methods of each structural elements and application methods of produced C&D waste through an integrated and computerized system. The purpose of the system is ultimately to contribute to minimizing environmental damages and reducing construction waste quantity of a country. This system is largely composed of four modules such as planning of preliminary demolition survey, estimating of demolition quantity, planning of demolition schedule and planning of construction waste management and each module can be also used individually according to the purpose of a user.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.29 no.2
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• pp.115-122
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• 2016

The classical statistical approach using test data samples to estimate true value of Random Variables by calculating mean and variation (standard deviation or coefficient of variation) of samples is very useful to understand the existing condition of the structure. But with this classical approach, our prior knowledge through educational background and professional experience cannot provide any benefit to make decisions by the structural engineers. This paper shows the role of Bayesian methodology by providing chance of using valuable prior knowledge to come up with more accurate estimation of structural condition. This paper also shows how important it is to have a proper prior estimate of Random Variables and corresponding confidence level through gathering and studying more relevant information.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.24 no.6
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• pp.591-599
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• 2011

This study investigates influencing factors on numerical crash simulation between RC slab and soft projectile using explicit dynamic method. Considered experimental test is the MEPPEN II/4 test, which has been conducted at the end of the years 70' in Germany as one of the numerous experimental test related to design of nuclear power plants. LS-DYNA software is adopted for numerical study, and influencing factors such as constitutive model of concrete, strain rate effect of steel and concrete, support modeling method, etc. are investigated. More reasonable simulation results can be achieved through appropriate consideration of these factors, especially of constitutive model of concrete material since this factor affects most among the investigated factors.

• Journal of the Korean Society of Propulsion Engineers
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• v.15 no.1
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• pp.19-28
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• 2011

As a preview study, present research analysed the performance characteristics of a velocity compound supersonic impulse turbine with the rotor overlaps before adapting the overlap has the best turbine performance. This research was conducted for the turbine with square cross-section nozzles instead of axisymmetric nozzles and wrap around nozzles. Through 3-dimensional flow analysis for the turbine by a commercial flow analysis package, tip overlap case was more effective to improve the turbine performance than case hub overlap, and overlap case applied the hub and tip of the rotor had the largest improvement for the turbine performance in the cases. In case of overlap for the 2nd stage rotor, improvement of the turbine performance was not visibly large. Because, generated power in the 2nd stage is 22~23% of whole generated turbine power.