• Title/Summary/Keyword: 구조 안전 진단

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A Study of Information Security Maturity Measurement Methodology for Banking System based on Cyber -based Transaction Processing Architecture Diagnosis (사이버거래 처리 구조 진단을 기반으로 한 뱅킹시스템 정보보호 성숙도 측정방법론 연구)

  • Bang, Kee-Chun
    • Journal of Digital Contents Society
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    • v.15 no.1
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    • pp.121-128
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    • 2014
  • SSE-CMM for security engineering, engineering, assurance, risk is divided into three elements of the process maturity assessment model and the level of information security presented. Maturity measurement of privacy, vulnerability diagnosis and risk analysis methodologies is used in practical field for present a comprehensive conclusion. The common cyber services are internet banking, mobile banking, telephone banking and the like. Transaction structure, a kind of cyber-banking system, information security maturity of the existing measurement methodologies for research purposes, vulnerability diagnosis and risk analysis methodologies to be used in practical field present a comprehensive conclusion. To ensure safety and convenience for the user, convenient to deal with cyber environment is the key to the activation of cyber trading. Particularly by measuring the maturity of cyber banking system to ensure the safety of the practice field much effects are expected as a result.

Computational Analysis of the Jinjeonsaji Three-Storied Stone Pagoda through the Finite Element Method (유한요소법을 이용한 진전사지 삼층석탑의 전산해석)

  • Kim, Kyun-Ho;Chung, Jae-Ung
    • The Journal of the Korea Contents Association
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    • v.8 no.6
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    • pp.213-221
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    • 2008
  • In order to examine the safety of stone-built historic properties, it is necessary to apply different methods to the properties according to their categories, respectively. However, there is no consensus for the criteria on which item should be examined. To make systematic preservation plans for the historic stone buildings, it must be requested to consider various factors such as weights, structural imperfections, and natural disasters and so on. In this paper, the Jinjeonsaji three-storied stone pagoda were numerically analyzed through the finite element method to measure its weight and slope. In addition, it was studied how slope variations of the stone pagoda affect to the deflections and stresses caused by its weight. Finally, criterions were proposed to examine the safety of the stone pagoda.

새천년대교 항행안전 확보에 관한 연구

  • Park, Seong-Buk;Gang, Sang-Geun;Jeong, Jae-Yong
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2012.06a
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    • pp.377-379
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    • 2012
  • 새천년대교 건설을 위하여 설치된 공사용 구조물, 작업용 선박 및 바지선 등 새로운 항행장애물 발생으로 인하여 항행여건이 더욱 열악하게 됨으로써 해양사고 발생 가능성이 증가하고 있어 이에 대한 안전대책을 수립 시행하여 해양사고를 예방하고자 한다.

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An Inquiry on the Structure of relevant Fire Services Laws for Safety Management in the Underground Space (지하공간 안전관리를 위한 지하시설물 관련법 구조 고찰)

  • Kim, Tae-Woo;Suh, Yong-Cheol
    • Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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    • 2009.04a
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    • pp.307-308
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    • 2009
  • 지하공간은 지하철, 지하도, 지하상가 등 이미 생활의 일부로서 많은 시민들이 이용하고 있다. 최근에는 지하공간의 이용이 더욱 복잡해지고 대형화 되면서 안전에 대한 우려가 커지고 있다. 복합적인 이용공간으로 자리매김하였으나 지하공간의 관리와 지하공간에 대한 관련법 등은 아직까지 지상의 시설물들을 기준으로 한 지하공간의 특성을 반영하지 못한채 머물러 있다. 본 연구에서는 이러한 문제점을 진단하기 위하여 지하공간의 안전한 관리를 위해 관련 법령들을 고찰하여 문제점을 분석하였다.

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A Study on the Evaluation Method of Structural Safety(Durability) for the Safety Diagnosis of Apartment Housing (공동주택 재건축 안전진단 구조안전성(내구성) 평가 방법에 관한 고찰)

  • Kim, Hong-Seop;Kim, Eun-Young;Jeon, Jun-Seo;Choe, Gyeing-Cheol;Lee, Mun-Hwan
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.313-314
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    • 2023
  • This paper summarized the safety diagnosis method in the field of durability among the structural safety suggested in the safety diagnosis manual of the reconstruction project and analyzed the safety diagnosis case. It is expected to be a reference material for safety diagnosis in the field of durability by pointing out cases that are wrong during existing safety diagnosis and cases where diagnostics are likely to make errors.

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Prototyping of Knowledge-Based Systems for Field Inspection and Safety Assessment of RC Bridges (RC 교량의 현장 안전진단을 위한 지식기반시스템의 원형개발)

  • Hwang, Jin-Ha;Park, Jong-Hoi;An, Seoung-Su;Kim, Ki-Hyun
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.6 no.3
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    • pp.185-192
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    • 2002
  • Prototyping for field inspection safety assessment expert system of bridge structures is presented in this paper. Knowledgebase with production rules is constructed using the semiautomatic method on the basis of bridge inspection manuals and working reports of the related agency. Backward inference method is taken with the aids of external shells as a inference engine of knowledge-based systems. Implementation of the developed prototype system on MS Windows98 will shows inspiring aspects useful to guide and standardize the field works. In the case to be reinforced with abundant knowledge bases, this will be expected to be educate the practicing engineers.

PERFORMANCE INDEX-An Assessment Indicator of Concrete Bridges (콘크리트 교량의 상태 평가를 위한 성능지수)

  • Kim, Kyoung-Soo;Cabrera, J.G.
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.1 no.2
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    • pp.131-140
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    • 1997
  • 콘크리트 교량을 저렴하고 신속하게 상태 평가를 하기 위하여 성능 지수(Performance Index)를 제안한다. 이 기법은 육안 검사에 의하여 발견된 결함의 범위와 심각도를 사용하여 콘크리트 교량의 전반적인 상태를 신속하게 등급화 하고 콘크리트 교량의 노출 조건을 고려하여 콘크리트 성능을 정량적으로 평가한다. 또한 본 연구에서는 상기한 성능 지수 기법의 타당성을 증명할 수 있는 정밀 안전 진단 시험결과를 활용하여 6개의 주요 노후화 원인을 고려하는 또 다른 성능 지수를 제안한다. 이러한 두 상태 평가 방법이 영국의 실제 교량 상태 평가 자료를 바탕으로 한 상태 평가 결과를 퍼지 집합 이론(fuzzy set theory)으로 분석한 결과와 비교하여 방법의 정당성 및 신뢰성을 논의한다.

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Evaluation of Road Safety Audit on Existing Freeway by Empirical Bayes Method (경험적 베이즈 방법에 의한 공용중인 고속도로 교통안전진단사업의 효과평가)

  • Mun, Sung-Ra
    • International Journal of Highway Engineering
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    • v.14 no.2
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    • pp.117-129
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    • 2012
  • Road safety audit is the preventive enhancement strategy for safety. : it gets rid of beforehand the potential factor of a traffic accident in the stage of road planning and design and it evaluates the appropriation for road geometric structure or safety facility to prevent traffic accident in the stage of operation after the construction. Since this strategy is introduced to our country in the early 2000s, various projects have been processed and it was legislated recently. And now, the evaluation of past project for its continuation is needed. Therefore, in this study the evaluation of road safety audit on existing freeway is performed. The spatial extent of this study is Yong-dong line on which the safety treatment was executed in 2005 and 2006. And, the temporal range of this study is each 2-year of before and after from 2005 and 2006. The empirical bayes method of observational evaluation studies is applied to analyze. As a result, there is an effect of improvement on most of treated sections. But there is ineffective or negligible on some sections. Compared with the detail of treatment on each section, the effect of multiple or various treatments is good for that section. On the other hand, the section on which effect doesn't appear is the result of single or unimportant treatments. Throughout these results, the concrete analysis can be performed and the countermeasures designed for the section on which effect doesn't appear. Also it is used as reference to the future plan and direction of road safety audit on existing freeway.

Evaluation of Seismic Safety in School Buildings Applying Artificial Seismic Waves in Earthquake Magnitude of Korea (한국형 중진지역의 인공지진파 생성을 통한 학교건물 내진안전성 평가)

  • Kim, Seung-Hyun;Park, Young-Binuk;Kang, Jun-Suk
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.1
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    • pp.10-18
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    • 2022
  • This report describes the development and stability evaluation of a seismic retrofit method to evaluate the seismic performance of existing school buildings by analyzing the earthquake waveforms that occurred in Korea. Currently, Facilities for seismic retrofit designed for excessive reinforcement are being applied. To compensate for this, optimised the retrofit mothod suitable for domestic situation considering the characteristics of the seismic region, generated a Korean-style artificial seismic wave that meets the seismic design criteria, which is less frequent than other countries.

Performance of Feature-based Stitching Algorithms for Multiple Images Captured by Tunnel Scanning System (터널 스캐닝 다중 촬영 영상의 특징점 기반 접합 알고리즘 성능평가)

  • Lee, Tae-Hee;Park, Jin-Tae;Lee, Seung-Hun;Park, Sin-Zeon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.5
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    • pp.30-42
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    • 2022
  • Due to the increase in construction of tunnels, the burdens of maintenance works for tunnel structures have been increasing in Korea. In addition, the increase of traffic volume and aging of materials also threatens the safety of tunnel facilities, therefore, maintenance costs are expected to increase significantly in the future. Accordingly, automated condition assessment technologies like image-based tunnel scanning system for inspection and diagnosis of tunnel facilities have been proposed. For image-based tunnel scanning system, it is key to create a planar image through stitching of multiple images captured by tunnel scanning system. In this study, performance of feature-based stitching algorithms suitable for stitching tunnel scanning images was evaluated. In order to find a suitable algorithm SIFT, ORB, and BRISK are compared. The performance of the proposed algorithm was determined by the number of feature extraction, calculation speed, accuracy of feature matching, and image stitching result. As for stitching performance, SIFT algorithm was the best in all parts of tunnel image. ORB and BRISK also showed satisfactory performance and short calculation time. SIFT can be used to generate precise planar images. ORB and BRISK also showed satisfactory stitching results, confirming the possibility of being used when real-time stitching is required.