• 제목/요약/키워드: SNI

검색결과 37건 처리시간 0.022초

CIS 국가 내진 설계 방법과 SNiP Code를 적용한 주거시설 구조설계 사례 (Example of the Structural Design with Applied SNiP codes in the Commonwealth of Independent States (CIS))

  • 이동우;곽철승;정훈식
    • 한국공간구조학회:학술대회논문집
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    • 한국공간구조학회 2008년도 춘계 학술발표회 논문집
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    • pp.232-237
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    • 2008
  • CIS국가는 구소련국가연합을 지칭하는 말로써, 각 국의 설계 규준은 구소련의 규준인 SNiP을 기본으로 작성하여 서로 유사한 부분이 많이 존재한다. 내진 SNiP 규준은 강진지역인 카자흐스탄을 중심으로 정립되어 구소련의 기준으로 사용되었으며, 독립이후 각 국의 상황에 맞게 발전되었다. 일정규모 이상의 건물은 SNiP 이외 별도의 기술지침 (TU)을 발급받아야 하며, 건축 계획시부터 내진에 유리한 방향으로 설계를 진행한다. 본문에서 소개된 주거복합시설은 계획단계에서부터 내진 안정성을 우선적으로 고려하였으며, 해석프로그램 및 배근방법을 현지에 맞게 적용하였다. 또한 실제 도면 표기방법에서도 국내표기방식과 현지 표기방식을 절충하여 현지와 맞는 도면을 작성하였다.

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SNI 차단 기법 기반의 불법 웹 차단 기술적 정책 개선 (Policy Proposal to Improve Illegal Web Blocking Policy Based on SNI Blocking Technique)

  • 박정훈;정원치;오상익;박남제
    • 한국멀티미디어학회논문지
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    • 제23권3호
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    • pp.430-439
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    • 2020
  • The government of the Republic of Korea has introduced SNI blocking method since February 2019 to block illegal sites. Currently, this policy has been considered as a controversial policy in South Korea therefore, about 270,000 South Koreans have been calmed down by and the presidential office petition because people believe that blocking https by SNI would invasion of privacy and freedom of use of the Internet. As soon as the SNI blocking method was used, the bypass method was opened to the Internet, causing side effects. In this study, identifies the development of Internet blocking technology and the development of new technology that bypasses the technology. It also examines Internet censorship in other countries and identifies problems in blocking technology. Through this study would present policy suggestions and technical methodologies for sound Internet use.

하천복원을 위한 하천평가기법의 적용성 연구 (Applicability of A Stream Evaluation Method for Stream Restoration)

  • 이준호;강태호;성영두;윤세의
    • 한국방재학회 논문집
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    • 제3권4호
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    • pp.131-143
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    • 2003
  • 본 연구의 목적은 하천 관리자들에게 하천의 자연성 증진의 중요성을 이해시키고, 하천을 자연스러운 상태로 되돌리는 과정에서 하천이 처한 상황에 대한 진단과 처방을 위한 하천자연도 평가 방법을 개발하는 것이다. 본 연구에서는 하천의 자연도평가와 그 적용성의 확인을 위해 수로의 발달, 종방향, 횡방향, 하상구조, 저수로변 구조, 하천주변, 수질 등 7가지 자연도 평가기법의 항목을 제안하였다. 자연도평가를 위해 복하천을 대상하천으로 선정하였다. 복하천에서 자연도지수는 $2.2{\sim}3.8$정도였고, 평균지수는 3.1로 대부분이 3등급을 나타내었다. 7개 지수 중에서 횡단면이 가장 높은 등급이었고, 수로의 발달이 가장 낮은 등급이었다. 본 연구에서는 하천의 자연도 등급을 통해 하천의 자연성을 파악할 수 있었으며, 복원해야 할 하천의 선택과 훼손된 하천의 복원구간 및 방법을 결정할 수 있었다.

HTTPS 웹 사이트 차단의 익명성 제공 방안 연구 (Study on Providing Anonymity of HTTPS Web Site Blocking)

  • 김태경
    • 디지털산업정보학회논문지
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    • 제15권1호
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    • pp.53-59
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    • 2019
  • As the number of harmful sites increases, many social problems are occurring. Therefore, in order to solve this problem, the government is carrying out activities to block access to web sites to harmful sites based on the law. However, due to the change from HTTP to HTTPS protocol, it has become difficult to block the harmful sites in the existing method. In the existing HTTP protocol, a method of blocking the site corresponding to the harmful site domain list by utilizing the DNS information was used. However, due to the generalization of HTTPS, it is difficult to block the harmful sites in the existing method. Therefore, the ISP uses the method of blocking the website using the SNI field in the TLS (Transport Layer Security) Handshake protocol used for HTTPS. However, since the method using SNI field raises the concern of monitoring Internet users or exposing information about connected sites, in this paper, we proposed method which can support anonymity to Internet users while blocking harmful sites. The suggested method also can support integrity and source authentication to the transmitted data.

The volcanic aspect on determining Site of nuclear power plant in Indonesia: Gap analysis between standard and regulations

  • Widjanarko;Budi Santoso;Rismiyanto;Kurnia Anzhar;Joko Waluyo;Gustini H. Sayid;Khusnul Khotimah;Nicholas Bertony Saputra;Agus Teguh Pranoto;Hadi Suntoko;Siti Alimah;Sriyana;Roni Cahya Ciputra;Alfitri Meliana
    • Nuclear Engineering and Technology
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    • 제56권7호
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    • pp.2875-2880
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    • 2024
  • The development of nuclear power plants is in three phases. The first phase is a consideration before the decision on the NPP construction program is approved, the second phase is the preparatory work for making contracts and preparing for the construction of NPP after the NPP construction policy is approved, and the third phase is contracting, licensing and building the first NPP. As a volcanically active country, Indonesia contains over 130 active volcanoes that are part of the Pacific Ring of Fire. The volcanic aspect is one of the safety factors considered while deciding the location of an NPP. Research on the potential of natural external risks to the determination of nuclear power plants in Indonesia, including the volcanic aspect, has been conducted based on the safety reference or safety guide of the IAEA and the Nuclear Energy Regulatory Body (BAPETEN) Regulation. Due to technological advancements, safety needs have evolved so the existing Indonesia National Standard (SNI) must be updated to comply with BAPETEN regulations. The substance in SNI 18-2034-1990 relating to volcanic features seems less relevant in actual conditions, given that more complete and exact criteria for determining a site guarantee the safety and health of residents and surrounding the environment site. The study intends to conduct a gap analysis of volcanic issues in SNI and volcanic regulations. The method used is identification requirements for volcanic aspects in SNI 18-2034-1990 about Determining Site of Nuclear Reactor Guidance with BAPETEN Chairman Regulation (BCR) number 4 of 2018 about Nuclear Installation Site Evaluation Safety Provisions and BCR number 5 of 2015 about Evaluation of Nuclear Installation Sites for Volcanic Aspects, and analysis uses a qualitative method of inductive techniques. The outcome of this research applies to suggesting a revision of SNI number 18-2034-1990, especially the volcanic aspect.

면 법선 영상 기반형 3차원 물체인식에서의 새로운 매칭 기법 (A New Matching Strategy for SNI-based 3-D Object Recognition)

  • 박종훈;최종수
    • 전자공학회논문지B
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    • 제30B권7호
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    • pp.59-69
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    • 1993
  • In this paper, a new matching strategy for 3-D object recognition, based on the Surface Normal Images (SNIs), is proposed. The matching strategy using the similarity decision function [9,10] lost the efficiency and the reliability of matching, because all features of models within model base must be compared with the scene object features, and the weights of the attributes of features is given by heuristic manner. However, the proposed matching strategy can solve these problems by using a new approach. In the approach, by searching the model base, a model object whose features are fully matched with the features of sceme object is selected. In this paper, the model base is constructed for the total 26 objects, and systhetic and real range images are used in the test of the system operation. Experimental result is performed to show the possibility that this strategy can be effectively used for the SNI based recognition.

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토목시설물에 대한 BIM 기반 가상건설 장비 시뮬레이션 시스템 개발 (Development of Virtual Construction Equipment Simulation System Based on BIM for Civil Engineering Project)

  • 김성훈;윤영철;주철범;윤동주
    • 한국전산구조공학회논문집
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    • 제30권3호
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    • pp.223-230
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    • 2017
  • 토목시설물 건설사업에 BIM(building information modeling)이 적극적으로 도입되면서 시설물의 생애주기 동안의 활용도를 극대화할 수 있는 방안이 모색되고 있으며, 그 중, 시설물 공사 중 건설장비의 동적 거동을 반영한 검토 사례는 드물고 관련 기술 수준도 낮은 상황이다. 본 연구에서는 BIM 기반으로 구성된 가상현장 내에서 동적인 가상건설 장비 모델을 이용하여 공사단계에서 발생하는 장비운용의 안전성과 효율성을 검토할 수 있는 시뮬레이션 시스템을 개발하고 이를 실제 토목 현장에 적용하여 그 효용성을 분석하였다. 개발된 시뮬레이션 시스템이 건설장비에 대한 효과적인 3D 라이브러리 구축을 통해 공사관리자가 최적의 장비를 선정하고 경제적인 공사를 실현하기 위한 계획수립을 지원할 뿐 아니라 안전한 공사가 수행되도록 다각도의 분석을 가능케 해준다는 것을 확인할 수 있었다.

The development of the seismic fragility curves of existing bridges in Indonesia (Case study: DKI Jakarta)

  • Veby Citra Simanjuntak;Iswandi Imran;Muslinang Moestopo;Herlien D. Setio
    • Structural Monitoring and Maintenance
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    • 제10권1호
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    • pp.87-105
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    • 2023
  • Seismic regulations have been updated from time to time to accommodate an increase in seismic hazards. Comparison of seismic fragility of the existing bridges in Indonesia from different historical periods since the era before 1990 will be the basis for seismic assessment of the bridge stock in Indonesia, most of which are located in earthquake-prone areas, especially those built many years ago with outdated regulations. In this study, seismic fragility curves were developed using incremental non-linear time history analysis and more holistically according to the actual strength of concrete and steel material in Indonesia to determine the uncertainty factor of structural capacity, βc. From the research that has been carried out, based on the current seismic load in SNI 2833:2016/Seismic Map 2017 (7% probability of exceedance in 75 years), the performance level of the bridge in the era before SNI 2833:2016 was Operational-Life Safety whereas the performance level of the bridge designed with SNI 2833:2016 was Elastic - Operational. The potential for more severe damage occurs in greater earthquake intensity. Collapse condition occurs at As = FPGA x PGA value of bridge Era I = 0.93 g; Era II = 1.03 g; Era III = 1.22 g; Era IV = 1.54 g. Furthermore, the fragility analysis was also developed with geometric variations in the same bridge class to see the effect of these variations on the fragility, which is the basis for making bridge risk maps in Indonesia.

궁둥신경손상으로 인한 하지의 편마비가 양측 정강 뼈 해면골에 미치는 영향 (Effect of Hemiplegia Induced by Sciatic Nerve Injury on both Tibia Trabecular Bone of C57BL/6 Mouse)

  • 정영진;서동현;김한성;고창용
    • 대한의용생체공학회:의공학회지
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    • 제33권4호
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    • pp.207-212
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    • 2012
  • It is widely known that sciatic nerve injury (SNI) can negatively affect the biomechanical characteristics of the musculoskeletal system. However, there were no studies that evaluated and compared denervated side with another side limb at the same time. In this study, sixteen male 12-week-old mice were allocated into two groups: HEMI (Right Sciatic nerve denervated) and CON (Control). Both limbs were scanned using micro-CT at 0 week and 4 weeks. There were significant differences in relative variation (RV) of BMD and all structural parameters compared CON and HEMI in right tibia (p < 0.05). Tb.Th and Tb.Sp distributions were differed CON with HEMI in right tibia. In left tibia, there were significant differences in RV of BMD (p < 0.05) and Tb.Sp distribution. These result means that SNI can induce bone loss in the both side tibiae. However, there was a different profile of bone loss between left and right tibiae.

단일 균열암반에서 핵종/콜로이드 복합이동에 대한 수치모델 개발 (Development of the Numerical Model for Complex Transport of Radionuclide and Colloid in the Single Fractured Rock)

  • 이상화;김정우;정종태
    • 방사성폐기물학회지
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    • 제10권4호
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    • pp.237-246
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    • 2012
  • 본 연구에서는 콜로이드와 핵종의 복합이동에 관한 수치모델을 개발하였다. 콜로이드와 핵종의 반응-이동 지배방정식을 풀기 위하여 Operator Splitting Method 중 Strang의 분리 SNI 방식을 수치해석 방법으로 채택하였고 이는 MATLAB을 이용하여 코드화 되었다. 개발된 수치모델은 용질의 이동 및 분산만을 고려한 해석해를 통한 검증과정에서 피어슨 상관계수의 제곱값($r^2$)이 0.99 이상으로 나타나 모델의 정확성이 입증되었다.