• Title/Summary/Keyword: effective case depth

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Real-time Gaussian Hole-Filling Algorithm using Reverse-Depth Image (반전된 Depth 영상을 이용한 실시간 Gaussian Hole-Filling Algorithm)

  • Ahn, Yang-Keun;Hong, Ji-Man
    • Journal of the Korea Society of Computer and Information
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    • v.17 no.7
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    • pp.53-65
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    • 2012
  • Existing method of creating Stereoscopy image, creates viewpoint image from the left and right by shooting one object with 2 lens in certain distance. However, in case of 3-D TV using Stereoscopy camera, the necessity to transmit 2 viewpoint images from the left and right simultaneously, increases the amount of bandwidth. Various and more effective alternatives are under discussion. Among the alternatives, DIBR(Depth Image Based Rendering) creates viewpoint images from the left and right using one image and its Depth information, thus decreasing the amount of transmitted bandwidth. For this reason, there have been various studies on Algorithm to create DIBR Image in existing Static Scene. In this paper, I would like to suggest Gaussian Hole-filling solution, which utilizes reverse-depth image to fill the hole naturally, while minimizing distortion of background. In addition, we have analyzed the effectiveness of each Algorithm by comparing and calculating its functions.

A Study on Slope Safety Factor Variation by Pile Construction Depth and Space (억지말뚝 근입깊이 및 배치간격에 따른 사면 안전율 변화에 관한 연구)

  • Lee Seung-Ho
    • Journal of the Korean Geotechnical Society
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    • v.21 no.1
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    • pp.115-121
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    • 2005
  • At present, continual road constructions to connect from city to city are needed due to the geographical feature of Korea that about $70\%$ of the territory is mountainous area. Thus, the generation of large cut-slope has been inevitably formed. As a means of reinforcement on the cut-slope, in case of destructive disasters such as a snowstorm, pile embedment method is widely adopted. The pile embedment method is to resist possible move of soil by embedding piles from the surface to the immovable ground and then delivering the load from the piles to the immovable ground. In this study this writer analyzes the limitation of empirically used pile construction depth and its spacing through the numerical analysis. As a result, he suggests the most effective pile construction depth and space.

CPT-based lateral displacement analysis using p-y method for offshore mono-piles in clays

  • Kim, Garam;Park, Donggyu;Kyung, Doohyun;Lee, Junhwan
    • Geomechanics and Engineering
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    • v.7 no.4
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    • pp.459-475
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    • 2014
  • In this study, a CPT-based p-y analysis method was proposed for the displacement analysis of laterally loaded piles. Key consideration was the continuous soil profiling capability of CPT and cone resistance profiles that do not require artificial assumption or simplification for input parameter selection. The focus is on the application into offshore mono-piles embedded in clays. The correlations of p-y function components to the effective cone resistance were proposed, which can fully utilize CPT measurements. A case example was selected from the literature and used to validate the proposed method. Various parametric studies were performed to examine the effectiveness of the proposed method and investigate the effect of property profile and its depth resolution on the p-y analysis. It was found that the calculation could be largely misleading if wrongly interpreted sub-layer condition or inappropriate resolution of input soil profile was involved in the analyses. It was also found that there is a significant influence depth that dominates overall load response of pile. The soil profile and properties within this depth range affect most significantly calculated load responses, confirming that the soil profile within this depth range should be identified in more detail.

Retrospective case series analysis of vestibuloplasty with free gingival graft and titanium mesh around dental implant

  • Ku, Jeong-Kui;Leem, Dae Ho
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • v.46 no.6
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    • pp.417-421
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    • 2020
  • Objectives: The purpose of this paper is to introduce an effective technique to easily obtain adequate amounts of keratinized gingiva and vestibular depth. Materials and Methods: Free gingiva (vertical height 10 mm) was harvested on the palatal mucosa and a partial thickness flap was elevated on the recipient site with same width as the free gingiva graft. After a conventional suture, a titanium mesh covered the graft and was fixed with miniscrews. Titanium mesh was removed 4.1±2.5 weeks after surgery. The amount of keratinized gingiva and vestibular depth was measured at the final follow-up. Results: Nine patients (males 4, females 5; 53.9±14.1 years) who underwent bone graft surgery before vestibuloplasty were included. No free gingival graft failure or complications were encountered in any of the patients. The relapse rate for vestibular depth (23.3%) was lower than that for keratinized gingiva (48.3%) after 34.4±14.4 months (P=0.010). Conclusion: Vestibuloplasty with a free gingival graft using titanium mesh could be achieved with an acceptable amount of keratinized gingiva and an appropriate vestibular depth around dental implant.

LandAnalysis of Effective Depth of Dynamic Replacement Method (동치환공법의 적정심도 결정에 관한 연구)

  • Kim, Sung-Hwan
    • Journal of the Society of Disaster Information
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    • v.14 no.3
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    • pp.305-314
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    • 2018
  • Purpose: Dynamic Replacement Method currently lacks of sufficient research, implementation cases, and case histories, compared with other comparable methods, such as Dynamic Compaction Method. Method: In this study, for Dynamic Replacement Method, the effective improvement depth and improved strength were analyzed for silty clayey soils. Results: Testbed test was performed to verify the effectiveness of Dynamic Replacement Method followed by the main dynamic replacement implementation on real construction site. Conclusion: A The effects of changes of soft ground depth, dynamic replacements' diameter, depth, spacing, and applied energy on dynamic replacement efficiency in silty clays were assessed and the followings were found: Empirical coefficient for soil $n_R$ of Dynamic Replacement Method was within the range of 0.14~0.32 and its ${\sqrt{WH}}$ is recommended to be 1.25~2.5 times of those from Dynamic Compaction Method.

Design Evaluation of the Post-installed Anchor considering Effective Embedded Depth and Concrete Strength (유효 묻힘 깊이와 콘크리트 강도를 고려한 후설치 앵커의 설계식 평가)

  • Hur, Moo-Won;Chae, Kyoung-Hun;Won, Jae-Sik;Park, Tae-Won
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.25 no.3
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    • pp.13-20
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    • 2021
  • Post-installed anchor is a structural material that connects structural and non-structural members to existing concrete members. However, there are cases where rebar interception and construction error occur at the site. In that case, measures are needed to prevent performance degradation of the rear-installation anchors. In this study, in order to evaluate the performance of torsional control expandable post-installed anchors for compressive strength and effective depth of the reference concrete was tested. The results of the most commonly used tests of M10 and M20 showed that had variable coefficients within 15%, satisfying the reliability presented in KCI(2017). It was also confirmed that the depth of the buried and the strength of concrete affect the strength of the pavement. Based on the results of the existing similar studies and the results of this study, the design equation of the post-installed anchor was proposed and the results were compared with the existing design.

A study on fatigue properties of plasma carburized low carbon Cr-Mo steel (플라즈마 침탄한 저탄소 Cr-Mo강의 피로특성에 관한 연구)

  • Park, Kyeong-Bong;Sin, Dong-Myung;Lee, Chang-Youl;Lee, Ktung-Sub
    • Korean Journal of Materials Research
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    • v.10 no.7
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    • pp.505-514
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    • 2000
  • The carburizing behavior and fatigue properties of the plasma carburized low carbon Cr-Mo steel(0.176C-1.014Cr-0.387Mo) have been investigated. The effective case depth in plasma carburized steel increased up to 50% in comparison with that of gas carburizing, and this case depth increased with the increasing surface carbon content. With increasing time in plasma carburizing, the surface carbon content increased but its increasing rate decreased. Fatigue properties were studied in terms of microstructure, case depth, retained austenite and residual stress near the surface. The fatigue limit of the plasma carburized steel was higher than that of gas carburized one. The initiation of microcracks and initial crack propagation were retarded due to a relatively little surface and internal oxidation layer in plasma carburized steel. Fractography showed the crack initiated at the surface, and transgranular fracture at surface layer was more predominant in plasma carburized steel compared to that of gas carburized steel.

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Fatigue Characteristic and Life prediction of Induction Surface Hardened Cr-Mo Steel (고주파 표면열처리된 Cr-Mo강재의 피로특성과 수명예측)

  • 송삼흥;최병호
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 1995.10a
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    • pp.676-679
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    • 1995
  • Practically, induction surface hardening is used widely to enhance the local strength of structure. In this study, Fatigue limit and its S-T characteristic for raw and induction hardened specimen of SCM440 is studied experimentally. The life prediction was considered by Juvinall's equation and its predicted result is compared with experiment.

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Flanking Sequence and Copy-Number Analysis of Transformation Events by Integrating Next-Generation Sequencing Technology with Southern Blot Hybridization

  • Qin, Yang;Woo, Hee-Jong;Shin, Kong-Sik;Lim, Myung-Ho;Cho, Hyun-Suk;Lee, Seong-Kon
    • Plant Breeding and Biotechnology
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    • v.5 no.4
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    • pp.269-281
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    • 2017
  • With the continual development of genetically modified (GM) crops, it has become necessary to develop detailed and effective molecular characterization methods to select candidate events from a large pool of transformation events. Relative to traditional molecular analysis methods such as the polymerase chain reaction (PCR) and Southern blot hybridization, next generation sequencing (NGS) technology for whole-genome sequencing of complex crop genomes had proven comparatively useful for in-depth molecular characterization. In this study, four transformation events, including one in Bacillus thuringiensis (Bt)-resistant rice, one in resveratrol-producing rice, and two in beta-carotene-enhanced soybeans, were selected for molecular characterization. To merge NGS analysis and Southern blot-hybridization results, we confirmed the transgene insertion sites, insertion construction, and insertion numbers of these four transformation events. In addition, the read-coverage depth assessed by NGS analysis for inserted genes might provide consistent results in terms of inserted T-DNA numbers in case of complex insertion structures and highly duplicated donor genomes; however, PCR-based methods can produce incorrect conclusions. Our combined method provides an effective and complete analytical approach for whole-genome visual inspection of transformation events that require biosafety assessment.

A Case Report of Mood Disorder treated by Soseungki-tang (소승기탕(小承氣湯)으로 호전된 기분 장애 환자 1례)

  • Min, Joon-Hong;Lim, Hyeon-Taek
    • 대한상한금궤의학회지
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    • v.6 no.1
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    • pp.89-96
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    • 2014
  • Objective : This case report evaluated the effect of Soseungki-tang(小承氣湯) on mood disorder. Methods : A patient of mood disorder was treated with Soseungki-tang(小承氣湯) in accordance with Shanghanlun(傷寒論) six meridian patterns diagnostic system. Results : After a series of Soseungki-tang treatment, the symptoms of mood disorder patient improved. Conclusions : According to Shanghanlun(傷寒論) six meridian patterns diagnostic system, this case study shows that Soseungki-tang is effective on mood disorder. However further clinical studies in depth are needed.