• 한국화재소방학회논문지
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• 제34권2호
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• pp.110-119
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• 2020

화재안전기준은 소방시설법 시행령 별표1에서 규정하고 있는 소방시설에 대한 설치방법 및 기술적 기준을 규정한 것으로 공공의 안전확보와 화재예방을 위한 근간으로서 그 역할을 수행하여왔다. 그러나 현행의 화재안전기준은 성능 기준과 기술기준이 혼재되어있는 형태로 장기간의 개정 절차와 제도적인 경직성으로 인해 기준의 제·개정이 신속하게 진행되기 어렵다. 또한, 기준을 제·개정하고 유지관리 할 수 있는 전문적 상임 독립기구의 부재로 인해 전문성 유지에 한계가 있으며 그 외에도 총의(總意)성, 공개성, 일관성이 결여되는 문제가 있다. 따라서, 이러한 문제점을 극복하기 위해 본 연구에서는 화재안전기준의 변천 및 운영 현황, 법적 성질 및 법적 현황 그리고 제·개정 시의 문제점을 살펴보고 국내·외 유사 기술기준의 운영사례를 비교 분석하여 화재안전기준의 제·개정 시스템을 개선하고자 하였다. 이것을 나타내면 다음과 같다. 첫째, (현(現))국가화재안전기준을 법적 성능 기준과 기술적 세부기준인 기술기준으로 분류한다. 둘째, 기술기준의 제·개정 주체를 기존의 국가에서 민간으로 이양시킨다. 셋째, 기술기준을 사용자 중심의 코드 시스템으로 정비하는 것이다.

• 한국컴퓨터정보학회:학술대회논문집
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• 한국컴퓨터정보학회 2018년도 제58차 하계학술대회논문집 26권2호
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• pp.327-328
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• 2018

모스 부호는 1844년에 완성한 전신 기호로 짧은 발신 전류와 긴 발신 전류만을 가지고 전신 부호를 구성, 문장을 구성하여 전송할 수 있게한 부호이다. 오늘날 일반인에게 모스 부호는 생소하기도 하며 쉽게 접근하기 어려운 언어이다. 특히 영어가 아닌 한국어 모스 부호 체계에서 그 현상은 더욱 두드러진다. 본 시스템은 라즈베리 파이를 이용하여 모스 부호를 한국어로 변환시키는 어플리케이션을 구현하고, 비전문가인 사용자들이 한국어 모스 부호에 익숙해질 수 있도록 도와주는 것을 목적으로 한다. 또한, 라즈베리 파이 기반으로 한글 모스 부호 해석기를 구현함으로써 한글 모스 부호 교육의 편의성, 휴대성과 접근성을 향상시켰다.

• 대한안전경영과학회지
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• 제13권1호
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• pp.31-39
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• 2011

In this study, supervision resides fire mission against problems associated with case studies and surveys done through the side of the field work, technical personnel, fire management, including fire code aspects classified into three kinds of items dealt with the issue. Started at the scene of the problem in terms of performance, the issue of the construction process, mainly dealt with the issue at the time of completion. Fire management side, supervisor of technical personnel, human resources management issues, contract issues, fire code level, the frequent revisions of fire regulations, supervision, processing delays of the resulting report, the problem resides with the expansion of Fire Supervision target was mentioned. Finally, the target for each hierarchical supervision, and resident supervisor of the need for supervision of work performance test was carried out by the correlation.

• 한국컴퓨터정보학회:학술대회논문집
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• 한국컴퓨터정보학회 2022년도 제65차 동계학술대회논문집 30권1호
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• pp.233-234
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• 2022

본 논문에서는 효율적인 AI 교육을 위한 데이터셋 아카이브와 데이터 활용을 위한 프로그래밍 플랫폼과의 연동 모듈을 제안한다. 데이터셋 아카이브는 공공데이터를 전처리하여 생성한 데이터를 모아 설계하며, 프로그래밍 플랫폼 코드비(CodeB)와 연동하여 데이터를 활용할 수 있도록 한다. 코드비(CodeB)는 파이썬 블록 프로그래밍 플랫폼으로 연동을 통해 데이터를 활용한 프로그래밍이 가능하다.

• 항공우주기술
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• 제10권1호
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• pp.45-53
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• 2011

본 연구는 직접대역확산방식(DSSS)에 대한 기술검토 자료로서 현재까지 직접대역확산방식이 적용되고 있는 통신시스템들을 알아보고 각각의 주파수, 코드길이, 확산이득, 데이터 전송속도 등의 대역확산 규격에 대하여 소개한다. 또한 발사체에 직접대역확산방식을 적용하기 위해 고려되어야 하는 사항에 대하여 알아보고 특히 도플러천이(Doppler Shift)가 직접대역확산방식의 동기획득에 미치는 영향에 대하여 기존에 연구된 사례들을 조사하고 정리하였다. 도플러천이에 대한 영향을 다루는 이유는 발사체와 같이 빠르게 이동하는 시스템에 있어서 도플러천이는 DSSS시스템의 코드추적에 주요오차요인으로 작용한다. 따라서 시스템에 적용을 위해서는 이에 대한 검토가 필요하다.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 1999년도 추계종합학술대회 논문집
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• pp.67-70
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• 1999

DS-CDMA is used to widely spread spectrum for a cellular mobile digital communication that maximizing users- capacity at the limited frequency bandwidth, solving technical matters with the channel. Especially, the capability of a spread spectrum receiver relied on fast code acquisition time at the demodulation. In this paper, we considered that fast code acquisition time when a spread spectrum system is designed, and existed code acquisition system set up one code epoch on a position at initial processing, but the proposed code acquisition system improved that two code epoch are set up at the same time, therefore code acquisition time is diminished in effect. The structure modeling to VHDL language. Its synthesized the synthesized and, is implemented FPGA chip

• International journal of advanced smart convergence
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• 제8권4호
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• pp.188-193
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• 2019

This paper is about environment-based low-code and no-code execution platform and execution method that combines hybrid and native apps. In detail, this paper describes the Low-Code/No-Code execution structure that combines the advantages of hybrid and native apps. It supports the iPhone and Android phones simultaneously, supports various templates, and avoids developer-oriented development methods based on the production process of coding-free apps and the produced apps play the role of Java virtual machine (VM). The Low-Code /No-Code (LCNC) development platform is a visual integrated development environment that allows non-technical developers to drag and drop application components to develop mobile or web applications. It provides the functions to manage dependencies that are packaged into small modules such as widgets and dynamically loads when needed, to apply model-view-controller (MVC) pattern, and to handle document object model (DOM). In the Low-Code/No-Code system, the widget calls the AppOS API provided by the UCMS platform to deliver the necessary requests to AppOS. The AppOS API provides authentication/authorization, online to offline (O2O), commerce, messaging, social publishing, and vision. It includes providing the functionality of vision.

• Corrosion Science and Technology
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• 제11권6호
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• pp.225-231
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• 2012

Fitness-for-Service is a useful technology to determine replacement timing, next inspection timing or in-service when nuclear power plant's buried pipes are damaged. If is possible for buried pipes to be aged by material loss, cracks and occlusion as operating time goes by. Therefore Fitness-for-Service technology for buried pipe is useful for plant industry to perform replacement and repair. Fitness-for-Service for buried pipe is studied in terms of existing code and standard for Fitness-for-Service and a current developing code case. Fitness-for-Service for buried pipe was performed according to Code Case N-806 developed by ASME (American Society of Mechanical Engineers).

• Earthquakes and Structures
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• 제8권5호
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• pp.977-994
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• 2015

In this study, earthquake loads are investigated statistically and compared with the nominal earthquake loads calculated according to the Turkish Earthquake Code, namely: "Specifications for Structures to be Built in Earthquake Areas". For this purpose, the "actual" mean load values estimated from statistical methods and the nominal load values computed according the Seismic Code are compared, with respect to some variations in the basic parameters, such as the importance factor, building height, site coefficient, seismic zone and seismic load reduction factor. In addition to the data compiled from different regions of Turkey, the published data and information in the foreign literature are also used in the determination of the earthquake load statistics. Although the dead and live loads acting on a structure are independent of the geographical location of the structure, environmental loads, such as earthquake loads are highly dependent on the location of the structure. Accordingly, for the assessment of statistical parameters associated with earthquake loads, twelve different locations which can represent the different seismic zones of Turkey as accurately as possible are chosen. As a result of the code calibration procedure considered in this study, it is observed that the load values obtained from the Turkish Seismic Code may overestimate or underestimate the actual seismic loads in some of the seismic zones.

• Structural Engineering and Mechanics
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• 제66권4호
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• pp.423-438
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• 2018

This pioneer study focuses on finite element modeling and numerical modeling of three types of Reinforced Concrete Haunched Beams (RCHBs). Firstly, twenty RCHBs, consisting of three types, and four prismatic beams which had been tested experimentally were modeled via a nonlinear finite element method (NFEM) based software named as, ATENA. The modeling results were compared with experimental results including load capacity, deflection, crack pattern and mode of failure. The comparison showed a good agreement between the results and thus the model used can be effectively used for further studies of RCHB with high accuracy. Afterwards, new mechanism modes and design code equations were proposed to improve the shear design equation of ACI-318 and to predict the critical effective depth. These equations are the first comprehensive formulas in the literature involving all types of RCHBs. The statistical analysis showed the superiority of the proposed equation to their predecessors where the correlation coefficient, $R^2$ was found to be 0.89 for the proposed equation. Moreover, the new equation was validated using parametric and reliability analyses. The parametric analysis of both experimental and predicted results shows that the inclination angle and the compressive strength were the most influential parameters on the shear strength. The reliability analysis indicates that the accuracy of the new formulation is significantly higher as compared to available design equations and its reliability index is within acceptable limits.