• Title/Summary/Keyword: front elevation

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Implant treatment to reduce complications : Maxillary sinus elevation and bone graft (lateral wall approach) Failures and Problem solving (Complication을 줄이기 위한 임플란트 치료 상악동거상술 및 골 이식술(측벽접근법) 실패 및 문제점 해결)

  • Choi, Byung-Joon
    • The Journal of the Korean dental association
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    • v.58 no.9
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    • pp.573-582
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    • 2020
  • Today, maxillary sinus graft is considered to be the most prognostic of bone augmentation surgery as a preprosthetic treatment. Implant survival rates of more than 95% can be expected if appropriate decisions are made on the basis of implants, implant surface morphology, and use of a shield over the maxillary sinus front-wall. In addition, maxillary sinus grafty has a low rate of complications, and even if complications occur during or after maxillary sinus graft, most are localized and easily recovered.

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Enhancement of Electrical Conductivity for Ag Grid using Electrical Sintering Method (정전류 전기 소결법을 이용한 Ag 전극 배선의 전도성 향상)

  • Hwang, Jun Y.;Moon, Y.J.;Lee, S.H.;Kang, K.;Kang, H.;Cho, Y.J.;Moon, S.J.
    • 한국신재생에너지학회:학술대회논문집
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    • 2011.05a
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    • pp.114.1-114.1
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    • 2011
  • Electrical sintering of the front electrode for crystalline silicon solar cells was performed applying a constant DC current to the printed lines. Conducting lines were printed on glass substrate by a drop-on-demand (DOD) inkjet printer and silver nanoparticle ink. Specific resistance and microstructure of sintered silver lines and were measured with varying DC current. To find the relation between temperature increase with changing applied current and specific resistance, temperature elevation was also calculated. Sintering process finished within a few milliseconds. Increasing applied DC current, specific resistance decreased and grain size increased after sintering. Achieved minimum specific resistance is approximately 1.7 times higher than specific resistance of the bulk silver.

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A Study on the Representation Method of Traditionality of Mekuro-Kazoen BLDG. in Japan (일본 메구로가조엔건물의 저농성표현기법연구)

  • Kim, Eun-Joong
    • Journal of architectural history
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    • v.7 no.1 s.14
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    • pp.109-120
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    • 1998
  • Mekuro-Kazoen BLDG. is a complex of office, hotel, and banquet halls, builted in 1991, Tokyo, Japan. This building suggest us various issues about the representation of traditionality in current architecture. We can find the possibility of representation of traditionality in large complex, in past, rarely applicated. Even in Japan, such trial in official building as New Office Building of Tokyo in Sinzuku shows a application only in the elevation plan. In Mekuro-Kazoen BLDG, the applications of traditionality are found not only in external appearance, but also in interior design. And the traditional Japanese gardens in front of building and in atrium enrich the traditionality And the modenity and traditionality in this building are represented simultaneously not deteriorating each other. The issue of representation of traditionality in architecture should be succeed not only in now but also in the future. The method of application need to be studied and improved. The fields of application also should be extended such as large complex buildings and future-oriented buildings.

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Article 01 - A Study on the Improvement of Walking Safety for Old Pedestrian (논문 01 - 고령보행자의 보행 안전성 향상 연구)

  • Yu, Seong-Jin;Jo, Gyu-Tae;Lee, Jae-Sik
    • Journal of the Korea Construction Safety Engineering Association
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    • s.55
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    • pp.10-17
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    • 2012
  • Aging society may approached to our society during snatch very, and enter in super aging society for more span. Investment that we which live 21th century are many in people's quality of life elevation meantime did not consist, but stand in visual point that must improve many portions forward. For front, repletions for many equipments that consider aged on our society must consist, and much researches may have to be gone for this. According to traffic accident result, percentage of older pedestrian deaths was 46.5% as much in Korea. In particular, the crossing accidents by 59% or more of the older pedestrian traffic safety measures that target is an urgent situation. Therefore, in this study was to identify the domestic status and problem on no-sidewalk region for older pedestrians. In addition, side walk the installation and maintenance plan presented to prepare for aging society.

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A study on multichannel 3D sound rendering

  • Kim, Sun-Min;Park, Young-Jin
    • 제어로봇시스템학회:학술대회논문집
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    • 2001.10a
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    • pp.117.2-117
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    • 2001
  • In this paper, 3D sound rendering using multichannel speakers is studied. Virtual 3D sound technology has mainly been researched with binaural system. The conventional binaural sound systems reproduce the desired sound at two arbitrary points using two speakers in 3DD space. However, it is hard to implement the localization of virtual source at back/front and top/below positions because the HRTF of an individual is unique just like the fingerprint. Most of all, the HRTF is highly sensitive to the elevation change. Multichannel sound systems have mainly been used to reproduce the sound field picked up over a certain volume rather than at specific points. Moreover, multichannel speakers arranged in 3-D space produce a much better performance of ...

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A Study on Shock Pressure of Breaking wave Exerted Upon Vertical Wall (수직벽상(垂直壁上)의 충격쇄파압(衝擊碎波壓)에 관한 연구(硏究))

  • Lee, Bong Hak;Choi, Han Kuy;Kim, Nam Weon
    • Journal of Industrial Technology
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    • v.8
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    • pp.3-11
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    • 1988
  • Shock pressure of wave breaking on vertical wall is studied experimentally with beaches, which have four different slopes (1/4.02, 1/7.05, 1/10, 1 /13.5). This results is summerized as follows: 1. Maximum impact presures are occured where the wave break directly on the wall rather than breaking in front of the wall. 2. Deep water steepness, and the beach slope are the two Quantities governing the magnitude and location of maximum dimensionless impact pressure from wave breaking directly on the wall, also, the greatest pressure is produced with a beach slope of 1/10. 3. This study is clearly shown that the location of maximum pressure can be presented above still water level under respectively experimental condition. The dimensionless elevation of maximum Pressure is greatest on a beach slope of 1/10.

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An Experimental Study of Smoke Movement in Tunnel Fires with Aspect Ratio of Tunnel Cross Section (터널 화재시 터널 단면의 종횡비에 따른 연기 거동에 관한)

  • Lee, Sung-Ryong;Ryou, Hong-Sun;Kime, Choong-Ik
    • Proceedings of the KSME Conference
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    • 2003.11a
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    • pp.115-120
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    • 2003
  • In this study, smoke movement in tunnel fires was investigated with various aspect ratio(0.5, 0.667, 1.0, 1.5, 2.0) of tunnel cross section. Reduced-scale experiments were carried out under the Froude scaling using 8.27 kW ethanol pool fire. Temperatures were measured under the ceiling and vertical direction along the center of the tunnel. Smoke front velocity and temperature decrease rate were reduced as higher aspect ratio of the tunnel cross-section. Smoke movement was evaluated by analysis of vertical temperature distribution 3 m downstream from the fire source. Elevation of smoke interface according to N percent rule was under about 60% of tunnel height.

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Wave Reflection Control Functions of Mounds for a Foundation of Breakwaters (방파제 기초 mound부의 반사파 제어기능에 관한 연구)

  • Ryu Cheong-Ro;KIM Jong-In
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.20 no.4
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    • pp.370-378
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    • 1987
  • Wave reflection control functions of mound for the foundation of composite and perforated break-waters were investigated through the theoretical considerations. The theory developed is based on a simple summation of components of reflected waves. The applicability of the theory is assured by the comparative studies of the theoretical calculation and experimental data on the sea surface elevation in front of a breakwater. It is found that the reflection is mainly controlled by depth and width of the mound. In the design of composite type perforated breakwaters, the width of perforated part of the upright section can be decreased to less than half of the conventional design width for the same reflection by using the reflection control function of mound part and the reflection can be reduced until less than $30\%$ of that in the composite breakwaters. Using the results, a design method of mounds is proposed, by which the reduction of wave reflection is assured under the given wave conditions.

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Wave Diffractions by Submerged Flat Plate in oblique Waves (경사파중 수중평판에 의한 파랑변형)

  • Cho, I.H.;Kim, H.J.
    • Journal of Korean Port Research
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    • v.10 no.1
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    • pp.53-61
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    • 1996
  • This paper describes the effect of wave control using submerged flat plate by the numerical calculation and the hydraulic model test. The boundary element method is used to develop a numerical solution for the flow field caused by monochromatic oblique waves incident upon an infinitely long, sumerged flat plate situated in arbitrary water depth. The effect of wave blocking is examined according to the change of length, submerged depth of flat plate and incident angles. Numerical results show that longer length, shallower submergence of flat plate and larger incident angles enhance the effect of wave blocking. To validate numerical analysis method, hydraulic model test was conducted in 2-D wave flume with 60 cm metal sheet. Reflected waves are extracted from water surface elevation in front of the location of a submerged plate by least square method with 3 wave gages. From comparing experimental results with numerical results, efficiency of numerical analysis method by this study could be confirmed well within wide ranges of wave frequencies.

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The Study of Wave, Wave-Induced Current in CHUNG-UI Beach (충의휴양소 전면 해수욕장의 파랑 및 해빈류에 관한 연구)

  • Chang, Pyong-Sang;Bae, Sung-Gyu
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.6
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    • pp.142-149
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    • 2019
  • In this study, the past erosion history and current status in the CHUNG-UI beach of Eulwang-dong, Jung-gu, Incheon-Si, South Korea were investigated and analyzed the wave with wave-induced current to investigate the causes of coastal erosion. As a result, the significant wave height ($H_{1/3}$) was in the range of 0.07~1.57 m and the mean value was 0.21 m. The maximum wave height ($H_{max}$) was in the range of 0.02-4.76m and the mean value was 0.27m. The vertical wave height and cycles were estimated through numerical model experiments of wave transformation. The 50-year frequency design wave height ranged from 0.82m to 3.75m. As a result of the experiment of wave-induced current, wave-induced current in the CHUNG-UI beach was decreased after the installation of the Detached breakwater and the Jetty. On the other hand, when the crest elevation was increased up to 5 m, there was no significant change, but when the crest elevation was increased to 8m, strong wave-induced current occurred around the submerged breakwaters due to lowered depth of water. In addition, the main erosion of the CHUNG-UI beach is due to the intensive invasion of the wave characteristics coming from the outer sea into the white sandy beach. The deformation of the wave centered on the front of the sandy beach caused additional longshore currents flowing parallel to the sandy beach and rip currents in the transverse direction, thus confirming that the longshore sediment was moved out of the front and out of the sea. The results of this study can be used as preliminary data for the recovery of the sand and the selection of efficient erosion prevention facilities.