• Title/Summary/Keyword: 구조물 간섭

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Study on accuracy of panorama and CBCT through length measurement of wisdom teeth (사랑니 길이 측정을 통한 파노라마와 CBCT의 정확도 연구)

  • Jeong, Cheonsoo;Kim, Chongyeal
    • Journal of the Korean Society of Radiology
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    • v.7 no.2
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    • pp.131-136
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    • 2013
  • Panorama of dental radiation generators can observe the wide anatomical structures of oral and maxillofacial areas but there can be distortion of lengths, angles, or shapes. CBCT can diagnose 3D images and get the ones whose errors by superposition and interference are remarkably smaller between anatomical structures. But the quality of the images by movement of subjects can be lowered as it takes long to diagnose them. And if there are impermeable radiation objects like metal in mouths, impermeable radiation lines can radially appear with the objects as center. This study tries to analyze accuracy of panorama and CBCT and get useful anatomical information in dental treatment by comparing the length of wisdom teeth which were measured by Panorama and CBCT with the teeth which were actually extracted and analyzing distortion of the teeth. The test result could be found that Panorama is expanded by average 7.3% as the errors of Panorama and Digital Vernier Caliper range from 110.7% to 103.9%. The length of wisdom teeth which were measured in CBCT and Digital Vernier Caliper could be found that the error range is 1.3%. And the length of wisdom teeth which were measured in Panorama and Digital Vernier Caliper has found that the error range shows 7.3%. So it could be found that the images of CBCT is about 6% more exact than those of Panorama. It could be found that CBCT shows the more exact images than those of Panorama. But because the examination expenses of CBCT are higher than those of Panorama and exposure dose of CBCT is much more than that of Panorama, it is thought to find proper ways in examination.

Morphology of Methane/Propane Clathrate Hydrate Crystal (메탄/프로판 포접 하이드레이트 결정의 성장 특성)

  • Lee, Ju Dong;Englezos, Peter;Yoon, Yong Seok;Song, Myungho
    • Korean Chemical Engineering Research
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    • v.45 no.4
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    • pp.400-409
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    • 2007
  • Morphology of methane/propane clathrate hydrate crystal was investigated under different undercooling conditions. After the water pressurized with compound guest gas was fully saturated by agitation, medium within the vessel was rapidly undercooled and maintained at the constant temperature while the visual observations using microscope revealed detailed features of subsequent crystal nucleation, migration, growth and interference occurring within liquid pool. The growth of hydrate was always initiated with film formations at the bounding surface between bulk gas and liquid regions under all tested experimental conditions. Then a number of small crystals ascended, some of which settled beneath the hydrate film. When undercooling was relatively small, some of the settled crystals slowly grew into faceted columns. As the undercooling increased, the downward growth of crystals underneath the hydrate film became dendritic and occurred with greater rate and with finer arm spacing. The shapes of the floating crystals within liquid pool were diverse and included octahedron and triangular or hexagonal platelet. When the undercooling was small, the octahedral crystals were found dominant. As the undercooling increased, the shape of the floating crystals also became dendritic. The detailed growth characteristics of floating crystals are reported focused on the influences caused by undercooling and memory effect.

Study of Scattering Mechanism in Oyster Farm by using AIRSAR Polarimetric Data (AIRSAR 다중편파 자료를 이용한 굴 양식장 산란현상 연구)

  • Lee Seung-Kuk;Hong Sang-Hoon;Won Joong-Sun
    • Korean Journal of Remote Sensing
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    • v.21 no.4
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    • pp.303-316
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    • 2005
  • Strong radar returns were observed in oyster sea farms, and coherent interferometric pairs were successfully constructed. Tide height in coastal area is possible to be measured by using interferometric phase and intensity of SAR data. This SAR application technique for measuring the tide height in the near coastal zone can be further improved when applied to double bounce dominant areas. In this paper, we investigate the characteristics of polarimetric signature in the oyster farm structures. Laboratory experiments were carried out using Ku-band according to the target scale. Radar returns from vertical poles are stronger than those from horizontal Pole by 10.5 dB. Single bounce components were as strong as double bounce components and more sensitive to antenna look direction. Double bounce components show quasi-linear relation with the height of vertical poles, which implies double bounce is more useful to determine water level than total power. A L-band NASA/IPL airborne SAR (AIRSAR) image was classified into single-, double-bounce, and volume scattering components. It is observed that oyster farms are not always characterized by double bounced scattering. Double bounce is a main scattering mechanism in oyster farms standing above seawater, while single bounce is stronger than double bounce when bottom tidal flats are exposed to air. Ratios of the normalized single to double bounce components in the former and latter cases were 0.46 and 5.62, respectively. It is necessary to use double bounce dominant sea farms for tide height measurement by DInSAR technique.

The Effect of an Interocclusal Appliance on Head and Neck Posture (교합장치물이 두경부 자세에 미치는 영향)

  • Eun-Ha Kim;Keum-Back Shin;Ik-Jun Lim
    • Journal of Oral Medicine and Pain
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    • v.19 no.2
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    • pp.81-97
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    • 1994
  • 두개하악장애는 환자의 신체적 소인, 관련조직의 구조적 변화, 정신적 스트레스 등의 복합적 요인에 의 발생하는 다인성 질환으로 최근 대두되는 원인중의 하나가 신체, 특히 두경부의 자세이상이다. 비정상적인 두경부자세는 하악의 위치변화를 수반하여 종종 두개하악장애를 야기시키게 되나 이를 설명할 수 있는 과학적 증거는 아직 부족한 실정이다. 저자는 두경부 자세가 교합장치물에 의해 변화되는지를 저작근의 근전도학적 측면에서 규명하고자 21세에서 26세의 치과대학생으로 치아상실 및 교합간섭이 없고 두 개하악장애의 증후 및 경부운동제한을 가지지 않은 정상인 20명을 대상으로 각도계를 사용하여 시상면상에서 인위적으로 유도한 세 가지의 두경부자세변화 (0$^{\circ}$, 30$^{\circ}$ 굴절, 45$^{\circ}$ 신전)에 따른 교합안정장치의 장착(1시 간) 전후 및 안정위와 근접촉위(초기치아접촉위)에서의 두경부 근육(측두근, 교근, 악이복근)의 근전도를 Bioelectric Microprocessor EM2ⓡ를 사용하여 측정한 후 통계학적으로 비교, 분석, 평가하여 다음과 같은 결과를 얻었다. 1. 교합안정장치 장착전 하악 안정위 및 근접촉위에서 두부의 30$^{\circ}$굴절은 악이복근의 근활성도를, 45$^{\circ}$신전은 교근 및 악이복근의 근활성도를 증가시켰다.(p<0.05) 2. 교합안정장치 장착후 하악 안정위에서 두부의 30$^{\circ}$굴절은 악이복근의 근활성도를, 45$^{\circ}$신전은 교근 및 악이복근의 근활성도를 증가시켰으며, 하악 근접촉위에서 두부의 45$^{\circ}$신전은 악이복근의 근활성도를 증가시켰다(p<0.05). 3. 교합안정장치 장착 전후 및 두부의 30$^{\circ}$굴절, 45$^{\circ}$신전에 따른 측두군 및 교근의 하악 근접촉위에서의 근활성도가 안정위에서의 근활성도에 비해 유의한 증가를 나타냈다(p<0.05).

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Development of a Systemized Flying Net for Safety Improvement in Architectural Building Construction (건설 공사의 안전성 향상을 위한 충돌방지형 시스템 플라잉넷의 개발)

  • Lee, Jeong-Ho;Park, Seon-Joo;Kim, Young-Suk
    • Korean Journal of Construction Engineering and Management
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    • v.12 no.5
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    • pp.71-80
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    • 2011
  • Flying net should be installed on every 3 or 4 construction floor from 8m above ground according to the rule. In the apartment housing construction, flying net installation work has been recognized the most dangerous work among the whole works because a small mistake of labors might make their death accident. Sub-contractors specialized in flying net have been developing various flying net types. However, most works of installing flying net as working with the developed system are performed outside the apartment housing, so that the risk of fall in works of installing supports and unfolding net is still high. Furthermore, as using the previously developed flying net labors might bump into the frame or the wire rope for supporting so that it makes secondary accidents. The objective of this research is to produce the proto-type of anti-collision flying net system based on the result of problem analysis on the installation and detachment process and suggest the improved anti-collision flying net system, which is able to improve safety and field applicability by conducting field experiment and analyzing performance.

Seafloor Topographic Survey with Bedrock (기반암 정보를 포함한 해저 지형 조사 연구)

  • Kim, Myoung-Bae;Kwak, Kang-Yul
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.29 no.4
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    • pp.343-349
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    • 2011
  • Seabed topography and marine site survey should be performed first in the design and construction of marine structures. We could successfully acquire the seafloor topography information can be obtained by bathymetric survey and side scan sonar and the sediment layer thickness and 3D bedrock depth by seismic reflection. It is necessary to apply carry out the integrated interpretation to each other in the ocean civil Eng. In this paper, we have obtained information on the sea bottom topography and water depth at the same time using interferometer technique and on the basement depth by seismic reflection. We have performed to assess the proposed method on the seafloor topographic survey with bedrock.

Analyses on Airbag Sensor Signals by Different Packaging (자동차용 에어백 센서의 패키징 방법에 따른 신호 전달 해석)

  • Kim, Yeong K.;Kang, Hyun Jin;Kim, Joon Ki
    • Journal of the Microelectronics and Packaging Society
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    • v.22 no.4
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    • pp.105-109
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    • 2015
  • In this study, a new airbag sensor packaging technique of directly attachment by adhesive to the automobile frame is introduced. To assess the feasibility for the packaging, a test instrument was manufactured to examine the impact sensibility by drop tests. The conventional sensor module attached mechanically by bolts with plastic housing and the new sensor packaging were installed to aluminum channel, and the results were compared with each other. Numerical analysis was also performed to investigate the signal characteristics created by the sensors. The preliminary results showed that the pattern of the MEMS sensor signal was strongly dependent on the structural behavior of the frame where the sensors were installed, which indicated the complexity of the packaging design for proper airbag deployments.

A study on the stability analysis for asymmetry parallel tunnel with rock pillar (암반 필라를 포함한 비대칭 근접 병설터널의 안정성 평가에 관한 연구)

  • Kim, Do-Sik;Kim, Young-Geun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.9 no.4
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    • pp.387-401
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    • 2007
  • Recently, because of the restriction of land for construction and interference of adjacent structure, parallel tunnels with small clearance have been planned and constructed in many sites. In this case, the stability of pillar at center part is very important factor to satisfy the stability of tunnel structure under the construction. In this paper, numerical analyses for the asymmetry parallel tunnels with a narrow width of pillar have been carried out to search for the optimum reinforcement measure for rock pillar and verify the stability of tunnel. Rock pillar between each single tunnel is supposed to be under heavy load by rock mass. The analysis of stress state at rock pillar at various cases for construction conditions is required to investigate the structural behaviour of tunnels and stability of the pillar. Strength-stress ratio is calculated based on the failure theory of rock and the safety factor of tunnel is computed with strength reduction technique. Through these numerical results, reasonable reinforcement measures for rock pillar at parallel tunnel were established and recommended.

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Beat Period Tuning Method Using an Equivalent Bell Model (등가 종 모델을 이용한 맥놀이 주기 조절법)

  • Kim, Seock-Hyun;Lee, Joong-Hyeok
    • The Journal of the Acoustical Society of Korea
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    • v.31 no.8
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    • pp.561-568
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    • 2012
  • This study proposes a method of an equivalent bell model in order to tune the beat period of a Korean bell. In a Korean bell having a slight asymmetry, each circumferential mode splits into a mode pair which has a slight difference in frequency, and the interaction of the mode pair makes a beat in vibration and sound. An equivalent bell model which consists of an axi-symmetric bell and an equivalent point mass, has the same mode property as in a real bell. The equivalent bell model is constructed by the finite element analysis based upon the theory of a revolutionary shell. Using the equivalent bell model, the beat period is predicted when the bell thickness is locally decreased to improve the beat property. The predicted result is verified by experiment on a test bell. The proposed method is useful to save the time required for tuning the beat period of a large bell.

Behavior of Strut in Concrete-filled FRP PSC Bridge using FBG Sensors (FBG센서를 이용한 콘크리트 충진 FRP 스트럿 보강 PSC 교량의 스트럿 거동 분석)

  • Chung, Won-Seok;Kang, Dong-Hoon;An, Zu-Og
    • Journal of the Korean Society of Hazard Mitigation
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    • v.9 no.6
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    • pp.11-15
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    • 2009
  • Recently, a new PSC (Prestressed Concrete) bridge system, which is supported by Concrete-filled fiber-reinforced polymer (CFFRP) strut, has been introduced. This bridge is able to reduce self-weight and increase the width of traditional PSC bridges. However, no relevant research has been reported on local behavior of CFFRP strut in the bridge system. The purpose of this study is to investigate local behavior of CFFRP struts using fiber Bragg grating (FBG) sensors. Field tests were performed to examine the hoop strains and longitudinal strains of the FRP strut under various lateral positions and velocities of a test truck. It has been observed that CFFRP strut is under compression regardless of vehicle speed and location. However, the CFFRP strut is sensitive to the lateral position of vehicles in terms of strain magnitude. Results also indicated that the FBG sensors can faithfully record the hoop and longitudinal strains of the FRP strut without electro-magnetic interference.