• 제목/요약/키워드: Roof Mark

검색결과 7건 처리시간 0.022초

루프 마크를 이용한 특수차량 인식 (Recognition of Special Vehicles Using Roof Marks)

  • 김석영;이재성
    • 한국정보통신학회:학술대회논문집
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    • 한국정보통신학회 2016년도 추계학술대회
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    • pp.293-296
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    • 2016
  • 복잡한 도심의 도로 상황에서 긴급 상황 발생 시 이동하는 특수목적 차량(경찰, 소방, 구급 등)에 대한 신속한 양보가 필요하다. 이러한 긴급 차량의 이동 상황을 도로 인프라가 인지해 교통 신호 제어기 및 일반 차량들에 WAVE나 TPEG 등 무선 네트워크를 통해 먼 곳까지 메시지를 전달한다면 일반 차량들이 길을 양보하기 위한 사전 준비 작업이 가능해져 특수목적 차량들이 훨씬 더 신속하게 이동할 수 있게 된다. 본 논문에서는 마크 인식 알고리즘을 통해 특수차량의 지붕에 설치한 루프 마크를 활용하여 마크의 투영 변환 및 정보 디코딩으로 마크를 검출하고 내부의 정보를 획득한다. 실험 결과 마크의 크기가 $88cm{\times}88cm$ 이상일 때 50Km/h의 속도에서 100% 인식이 되고 마크 내부의 디지털 데이터도 93.3% 인식 가능함을 확인하였다.

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하이브리드 방법을 이용한 자동차 루프의 진동제어 (Hybrid Damping Treatment for Vibration control of an Automotive Roof using Viscoelastic and Piezoelectric material)

  • 나정기;문성진;김찬묵;강영규
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2004년도 추계학술대회논문집
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    • pp.994-998
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    • 2004
  • Hybrid method is used to suppress vibration of an automotive roof surface. The hybrid method proposed in this paper is implemented experimentally using both viscoelastic and piezoelectric material. The piezoelectric material is used to control the vibration of automotive structure for lower range of frequencies and the experiment of vibration control using viscoelastic material has been carried out suppress vibrations of high frequency range mark. At first the plate controlled by using hybrid method has been .implemented to verify the performance for suppressing vibration. Then the experiment has been applied to the automotive roof structure.

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Dependency of COD on ground motion intensity and stiffness distribution

  • Aschheim, Mark;Maurer, Edwin;Browning, JoAnn
    • Structural Engineering and Mechanics
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    • 제27권4호
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    • pp.425-438
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    • 2007
  • Large changes in stiffness associated with cracking and yielding of reinforced concrete sections may be expected to occur during the dynamic response of reinforced concrete frames to earthquake ground shaking. These changes in stiffness in stories that experience cracking might be expected to cause relatively large peak interstory drift ratios. If so, accounting for such changes would add complexity to seismic design procedures. This study evaluates changes in an index parameter to establish whether this effect is significant. The index, known as the coefficient of distortion (COD), is defined as the ratio of peak interstory drift ratio and peak roof drift ratio. The sensitivity of the COD is evaluated statistically for five- and nine-story reinforced concrete frames having either uniform story heights or a tall first story. A suite of ten ground motion records was used; this suite was scaled to five intensity levels to cause varied degrees of damage to the concrete frame elements. Ground motion intensity was found to cause relatively small changes in mean CODs; the changes were most pronounced for changes in suite scale factor from 0.5 to 1 and from 1 to 4. While these changes were statistically significant in several cases, the magnitude of the change was sufficiently small that values of COD may be suggested for use in preliminary design that are independent of shaking intensity. Consequently, design limits on interstory drift ratio may be implemented by limiting the peak roof drift in preliminary design.

충북지역 농촌마을 정미소의 건축적 특성 - 충주시 엄정면을 중심으로 - (A Study on the Architectural Characteristics of Rice Mill in the Rural Village in the Chungbuk Area - Focused on Eomjeong Myeon Chungju City -)

  • 박헌춘;김승근;한규영
    • 한국농촌건축학회논문집
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    • 제8권1호
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    • pp.33-42
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    • 2006
  • The rice mill occurred from modernization process of the farming village. It comes to follow in intention of the architect and is not the position building. By the user of the building it comes to follow necessary and it is a position thing. The like this rice mill was the community center of the village. Also the material which is unique and form quality were land mark of the village. The object of research is the rice mill where it takes charge of a like this role. And the scope of research is 8 rice mills of Eomjeong Myeon Chungju City which is located in the northern Chungbuk area. The progress of research the documentary survey, actual measurement, question, field work it analyzed the construction quality which the rice mill keeps with base and it arranges. The results of study are follows; 1. conditions of location : The rice mill the entrance of the village, the crossroads system is formed most the place is doing in the place which well. 2. The inside composition of a space : In order to compose the work space and the store space efficiently the plane surface is doing a rectangular form. 3. Form of roof : The roof raises the efficient characteristic of the work where is not the design which is intended to be naturally formed from the space composition for. 4. Selection of material : Most it was a natural enemy and an utility, it selected the scientific material and it used.

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Nonlinear seismic analysis of a super 13-element reinforced concrete beam-column joint model

  • Adom-Asamoah, Mark;Banahene, Jack Osei
    • Earthquakes and Structures
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    • 제11권5호
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    • pp.905-924
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    • 2016
  • Several two-dimensional analytical beam column joint models with varying complexities have been proposed in quantifying joint flexibility during seismic vulnerability assessment of non-ductile reinforced concrete (RC) frames. Notable models are the single component rotational spring element and the super element joint model that can effectively capture the governing inelastic mechanisms under severe ground motions. Even though both models have been extensively calibrated and verified using quasi-static test of joint sub-assemblages, a comparative study of the inelastic seismic responses under nonlinear time history analysis (NTHA) of RC frames has not been thoroughly evaluated. This study employs three hypothetical case study RC frames subjected to increasing ground motion intensities to study their inherent variations. Results indicate that the super element joint model overestimates the transient drift ratio at the first story and becomes highly un-conservative by under-predicting the drift ratios at the roof level when compared to the single-component model and the conventional rigid joint assumption. In addition, between these story levels, a decline in the drift ratios is observed as the story level increased. However, from this limited study, there is no consistent evidence to suggest that care should be taken in selecting either a single or multi component joint model for seismic risk assessment of buildings when a global demand measure such as maximum inter-storey drift is employed in the seismic assessment framework.

A Review on Advanced Methodologies to Identify the Breast Cancer Classification using the Deep Learning Techniques

  • Bandaru, Satish Babu;Babu, G. Rama Mohan
    • International Journal of Computer Science & Network Security
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    • 제22권4호
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    • pp.420-426
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    • 2022
  • Breast cancer is among the cancers that may be healed as the disease diagnosed at early times before it is distributed through all the areas of the body. The Automatic Analysis of Diagnostic Tests (AAT) is an automated assistance for physicians that can deliver reliable findings to analyze the critically endangered diseases. Deep learning, a family of machine learning methods, has grown at an astonishing pace in recent years. It is used to search and render diagnoses in fields from banking to medicine to machine learning. We attempt to create a deep learning algorithm that can reliably diagnose the breast cancer in the mammogram. We want the algorithm to identify it as cancer, or this image is not cancer, allowing use of a full testing dataset of either strong clinical annotations in training data or the cancer status only, in which a few images of either cancers or noncancer were annotated. Even with this technique, the photographs would be annotated with the condition; an optional portion of the annotated image will then act as the mark. The final stage of the suggested system doesn't need any based labels to be accessible during model training. Furthermore, the results of the review process suggest that deep learning approaches have surpassed the extent of the level of state-of-of-the-the-the-art in tumor identification, feature extraction, and classification. in these three ways, the paper explains why learning algorithms were applied: train the network from scratch, transplanting certain deep learning concepts and constraints into a network, and (another way) reducing the amount of parameters in the trained nets, are two functions that help expand the scope of the networks. Researchers in economically developing countries have applied deep learning imaging devices to cancer detection; on the other hand, cancer chances have gone through the roof in Africa. Convolutional Neural Network (CNN) is a sort of deep learning that can aid you with a variety of other activities, such as speech recognition, image recognition, and classification. To accomplish this goal in this article, we will use CNN to categorize and identify breast cancer photographs from the available databases from the US Centers for Disease Control and Prevention.

조선시대 능비(陵碑)의 건립과 어필비(御筆碑)의 등장 (Formative Stages of Establishing Royal Tombs Steles and Kings' Calligraphic Tombstones in Joseon Dynasty)

  • 황정연
    • 헤리티지:역사와 과학
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    • 제42권4호
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    • pp.20-49
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    • 2009
  • 본 논문은 조선 초 중기, 조선후기, 대한제국기 세 시기로 나누어 조선왕릉에 건립된 신도비와 표석의 시기별 건립추이와 양식적 특징에 대해 살펴본 것이다. 그 결과 왕실 능비(신도비와 표석)는 일반 사대부가와 달리 건립한 시기와 주체, 후계왕의 의도에 따라 시기별 차이를 보이며 제작되었음을 알 수 있었다. 구체적으로 15~17세기는 왕릉 신도비의 건립과 재건이 이루어진 시기, 18세기는 신도비가 표석으로 대치되어 다수 건립되었고 국왕의 어필을 직접 돌에 새긴 어필비가 처음으로 등장한 시기이며 대한제국기는 황제국으로 격상됨에 따라 조선 개국자인 태조와 왕후, 선조들에 대한 추숭(追崇) 사업이 활발해지면서 표석 중건이 이루어진 시기로 요약할 수 있다. 이러한 결과를 토대로 본다면, 결국 우리나라 능비의 역사는 조선후기를 기점으로 형성된 것이라고 해도 큰 무리가 없을 것이다. 왕릉 신도비의 형식은 삼국시대의 부정형한 석비의 초보적인 형태에서 벗어나'귀부이수'형의 당비(唐碑) 형식을 수용한 통일신라시대를 거쳐 고려 말 탑비의 퇴화된 양식에서 기원을 찾아볼 수 있다. 15세기 건립 당시부터 선왕에 대한 숭모 예를 표현하고자 하는 국왕과 왕의 치적이 국사(國史)에 모두 기록되어 있으므로 신도비를 별도로 세울 필요가 없다는 신료들의 입장이 대치되면서 건원릉 제릉 헌릉 구 영릉 4곳에만 건립된 채 왕릉에는 한동안 석비가 건립되지 않았다. 신도비 건립이 중단된 이후 17세기에 이르러 왕릉에 아무런 표(表)를 해 둘 수 없다는 의견이 제기됨에 따라 형식이 간소한 표석이 건립되기 시작했으며, 1682년 작 영릉(寧陵)의 표석은 최초로 왕릉에 건립된 표석이자 장대한 규모, 섬세한 조각기법을 보여주는 의미 있는 작품이라고 할 수 있다. 왕릉의 능표는 영조 재위 기간인 1740년대부터 대규모로 건립되었다. 열성(列聖)에 대한 추숭과 어필간행 등을 통해 자신의 왕위 계승의 전통성을 공표하고자 했던 영조는 제릉의 신도비를 재건하는 한편, 의릉(懿陵)을 비롯하여 총 20곳에 달하는 곳에 표석을 세우는 역사(役事)를 추진했고, 처음 친필 글씨를 돌에 새긴 어필비를 제작하기에 이르렀다. 이 시기 어필비 제작 현상은 임진왜란과 병자호란 후 소실된 어필을 보존하려 한 숙종의 신념을 계승한 영조에 의해 제도적으로 추진되면서 어필을 새긴 능비가 등장한 배경과 밀접한 연관이 있기 때문에 시대사적으로 주목할만하다. 이러한 표석은 1897년 고종이 대한제국을 선포하면서 다시 한번 다량 제작된 시기를 맞이하게 된다. 특히 고종은 대한제국의 정통성을 태조의 조선 건국에 두고 태조와 그 4대 선조에 대한 추숭과 기념물 제작에 심혈을 기울였고 전면과 후면 모두 자신의 글씨로 채움으로써 역대 어느 왕보다 통치자로서 권한을 상징적으로 드러내었다. 이상 언급한 왕릉의 신도비와 표석의 건립 추이는 동시대 원 묘에 건립된 신도비, 표석과 비교 고찰을 통해 시대별 특징과 왕실 조각품으로서 성격이 더욱 명확하게 드러날 것으로 생각한다.