• 제목/요약/키워드: evaluation of space length

검색결과 113건 처리시간 0.028초

수심에 따른 실습선 백경호의 조종성능 추정 (Estimation of maneuvering characteristic of training ship Baek-Kyung according to water depth)

  • 이춘기;류경진;이유원;김수형
    • 수산해양기술연구
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    • 제59권3호
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    • pp.261-263
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    • 2023
  • Recently, universities of fisheries and institutions related to fisheries are actively carrying out a project to build new fisheries training ships. These new fisheries training ships are significantly larger in size and longer in length than the previous ships. In addition, these new ships basically have space that can accommodate more than 100 crew and passenger. On the other hand, they are excluded from IMO maneuverability evaluation since the size of these ships are still less than 100 m in length (LBP). These results have had an impact on the study of maneuverability of fishing vessels including the fisheries training ships. Against these backgrounds, the authors conducted a study to estimate the maneuvering characteristics of fisheries training ship Baek-Kyung according to depth in order to prepare a maneuvering characteristic index that enables the large fisheries training ships to navigate more safely using a modified empirical formula. It was confirmed that the maneuvering characteristics of Baek-Kyung changed significantly as the values of the hydrodynamic force coefficients changed as the water depth gradually decreased from around 1.5 (approx. 8 m in depth) of the ratio of the water depth to the ship draft. The results of this study will not only help navigators understand the maneuvering characteristics of Baek-Kyung, but also serve as an indicator when navigating in shallow water. In addition, the accumulation of these results will serve as a basis for future study on maneuverability of fishing vessel types.

변형 Weil 절골술의 중족지 단축 효과를 이용한 Freiberg병의 치료 (Treatment of Freiberg's Disease Using the Shortening Effect of the Modified Weil Osteotomy)

  • 이태훈;이영현;안길영;남일현;이경진;우상원
    • 대한족부족관절학회지
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    • 제25권4호
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    • pp.165-170
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    • 2021
  • Purpose: This study sought to evaluate the clinical effectiveness of the shortening effect of the modified Weil osteotomy for the treatment of Freiberg's disease. Materials and Methods: We reviewed 21 cases treated with the modified Weil osteotomy for Freiberg's disease from November 2005 to June 2019. The average follow-up period was 32.5 months and the mean age of the patients was 38.3 years. The clinical results were analyzed using the American Orthopaedic Foot and Ankle Society (AOFAS) lesser metatarsophalangeal-interphalangeal scale, the visual analogue scale (VAS), and the range of motion (ROM) of the metatarsophalangeal joint. In the radiologic evaluation, the length of preoperative and postoperative metatarsal shortening was compared. Results: The average AOFAS lesser metatarsophalangeal-interphalangeal scale showed an improvement from 60.5 preoperatively to 90.9 at the latest follow-up. VAS showed a decrease from 5.4 preoperatively to 0.9 at the latest follow-up. ROM of the affected metatarsophalangeal joint increased from 40.2 degrees preoperatively to 58.6 degrees at the latest follow-up. The mean length of metatarsal shortening was 6.7 mm. There was no transfer metatarsalgia, osteonecrosis, and definite joint space narrowing. Conclusion: Modified Weil osteotomy with second layer cutting is an effective treatment option to restore the joint surface and painless joint motion for patients with Freiberg's disease.

Axial load detection in compressed steel beams using FBG-DSM sensors

  • Bonopera, Marco;Chang, Kuo-Chun;Chen, Chun-Chung;Lee, Zheng-Kuan;Tullini, Nerio
    • Smart Structures and Systems
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    • 제21권1호
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    • pp.53-64
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    • 2018
  • Nondestructive testing methods are required to assess the condition of civil structures and formulate their maintenance programs. Axial force identification is required for several structural members of truss bridges, pipe racks, and space roof trusses. An accurate evaluation of in situ axial forces supports the safety assessment of the entire truss. A considerable redistribution of internal forces may indicate structural damage. In this paper, a novel compressive force identification method for prismatic members implemented using static deflections is applied to steel beams. The procedure uses the Euler-Bernoulli beam model and estimates the compressive load by using the measured displacement along the beam's length. Knowledge of flexural rigidity of the member under investigation is required. In this study, the deflected shape of a compressed steel beam is subjected to an additional vertical load that was short-term measured in several laboratory tests by using fiber Bragg grating-differential settlement measurement (FBG-DSM) sensors at specific cross sections along the beam's length. The accuracy of midspan deflections offered by the FBG-DSM sensors provided excellent force estimations. Compressive load detection accuracy can be improved if substantial second-order effects are induced in the tests. In conclusion, the proposed method can be successfully applied to steel beams with low slenderness under real conditions.

Surgical Removal of the Lung Lobe Metal Foreign Body in a Dog

  • Hwang, Yawon;Kang, Jihoun;Chang, Dongwoo;Kim, Gonhyung
    • 한국임상수의학회지
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    • 제34권2호
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    • pp.108-111
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    • 2017
  • A 4-year-old, weighing 7.6 kg, castrated male, Pug presented with ingestion of gastric cavity foreign body. Physical examination revealed panting, retching and hyper-salivation. Blood chemistry and complete blood cell count were normal, but hypophosphatemia was observed. An abdominal radiograph revealed the foreign body (FB), round shape and 2 cm length, at the pyloric region of stomach. A thoracic radiograph revealed an incidental metal FB, 3.5 cm length, at the cranial portion of the diaphragm. An upper gastrointestinal endoscopy was performed to remove the FB in the stomach and then a peach-pit was removed. However the metal FB was not found in the esophagus therefore a lateral thoracotomy was performed. A right lateral thoracotomy through the $7^{th}$ intercostal space was accomplished to expose the right caudal lung lobe. After open the thoracic cavity, foreign body was not observed by gross evaluation and caudal lung lobe was attached to the diaphragm. The FB was identified inside the lung lobe and surrounded by granulation tissue. The metal FB (sewing needle) was removed with blunt dissection and incised lung lobe was sutured using absorbable suture material PDS 4-0 with interrupted suture. A thoracotomy tube was inserted into the thoracic cavity during surgery. Patient's respiration became stable after surgery. A chest tube was removed 3 days after surgery. No complications were noted and the dog was discharged 4 days after surgery. In small animal, foreign body ingestion is a common reason for emergency. After ingestion of the FB, perforation through the esophagus and migration to inside the lung lobe is not common in small animals. In this case, thoracic metal FB was identified incidentally and removal of a thoracic FB with thoracotomy was performed successfully.

3차원 균열연결망 모델에서의 유효투수계수 평가 및 터널굴착 지하수 유동해석에 대한 수치실험 (Numerical Experiments on the Evaluation of Effective Permeability and Tunnel Excavation in the Three Dimensional Fracture Network Model)

  • 장근무
    • 터널과지하공간
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    • 제8권4호
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    • pp.275-286
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    • 1998
  • 균열연결망 모델에서의 투수계수 텐서, 주 투수계수 그리고 주 투수계수 방향들에 대한 인자에 근거해서 유효투수계수와 대표요소체적을 구하였다. 전체브록에 대한 소블록의 투수계수의 계산을 통해서 유효투수계수는 조화평균과 산술평균 사이의 범위임을 알 수 있었다. 정육면체 모델에서 체적의 증가에 따른 유량의 변화계산에 대한 수치실험으로부터 유량의 변화는 모델의 체적이 대표요소체적에 접근함에 따라 감소함을 보여 주어ST다. 터널로의 지하수 유입량은 대표요소체적 개념보다는 터널길이대 모델크기의 비에 더 큰 영향을 받는다고 볼 수 있다. 그리고 균열연결망 모델과 등가다공성 모델에서의 지하수 유입량은 정확히 일치하지 않았으며 특히 모델크기에 대한 터널길이가 작을수록 그 차이가 크게 발생하였다.

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장지간 프리스트레스트 콘크리트 바닥판의 정적 거동 평가 (Evaluation on Static Behavior of Long Span Prestressed Concrete Deck)

  • 주상훈;정철헌;이한주
    • 대한토목학회논문집
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    • 제36권6호
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    • pp.969-977
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    • 2016
  • 강합성 소수 거더교에 적용되는 장지간 프리스트레스트 콘크리트(PSC) 바닥판에 대해 정적재하실험을 수행하였다. 장지간 바닥판의 구조거동의 평가를 위해서는 바닥판 지간(교축직각방향 길이)이 긴 만큼 충분한 교축방향의 길이를 갖는 실험체 모델을 대상으로 해야 하는데, 이러한 실험체 크기는 운반, 실험공간 등의 제약으로 인해 실제 장지간 바닥판의 크기로 구조거동을 평가하는데 어려움이 있다. 따라서, 본 연구에서는 바닥판 실험체의 교축방향 길이를 감소시키고, 실제 장지간 바닥판 크기에 대한 교축방향의 바닥판 강성을 실험체 모델에 모사하기 위해 보강재(H-beam)를 적용하는 방법을 제안하였으며, 이를 통해 장지간 바닥판의 파괴거동과 구조성능을 평가하였다.

CNN 기반 슬관절 골관절염 중증도 판단을 위한 통합 보완된 등급 판정 시스템 (An Integrated and Complementary Evaluation System for Judging the Severity of Knee Osteoarthritis Using CNN)

  • 윤예찬
    • 한국산업정보학회논문지
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    • 제29권4호
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    • pp.77-89
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    • 2024
  • 슬관절 골관절염(OA, Osteoarthritis)은 전 세계적으로 매우 흔한 근골격계 질환이다. 빠르고 정확한 초기 진단이 필요한 슬관절 골관절염의 등급은 현재 분산된 분류 시스템에 따라 다르게 판정되며, 각 분류 시스템마다 기준이 상이하다. 또한 의료진이 X-ray 사진을 직접 보고 판독하기 때문에 의료진의 주관적인 의견에 따라 달라지며 시간이 많이 소요되어 정확한 진단과 명확한 치료 계획 수립에 시간이 지연되고 있다. 따라서 본 연구는 딥러닝 기술인 CNN을 사용하여 슬관절 골관절염 등급 판단 기준이 되는 협착 부분의 길이 측정 알고리즘과 골극의 탐지 및 길이 측정 알고리즘을 따로 설계하였다. 또한 기존 분류 시스템을 통합 보완한 등급 분류 시스템을 만들어 실제 의료진의 판단과 일치하는 결과를 나타내고자 한다. 공개적으로 사용 가능한 OAI (Osteoarthritis Initiative) 데이터를 기반으로 하여, 총 9,786개의 슬관절 방사선 데이터가 본 연구에 사용되었으며, 최종적으로 Accuracy(정확도) 69.8%, F1 score 76.65%를 달성하였다.

단부 수평가동-수직구속 부재를 적용한 라멘형 가설교량의 거동평가 (Performance Evaluation of Rahman-type Movable Joint System for Temporary Bridge)

  • 김상효;정중연;허원호;정치영
    • 한국강구조학회 논문집
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    • 제25권1호
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    • pp.1-13
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    • 2013
  • 기존 라멘형 가설교량은 주거더의 온도신축에 따라 벤트부에 과도한 수평력이 유발되는 것을 방지하기 위하여, 연장을 짧게 분할하여 가설되고 있다. 이 때 분할되는 구간에서 중복 설치되는 벤트부가 생기게 되어, 교량의 통수단면 감소와 형하공간 감소에 따른 문제와 중복 설치된 벤트부에 의한 경제성 감소 문제가 발생한다. 따라서 본 연구에서는 라멘형 가설교량 벤트부의 수평력 문제를 해결하고, 중복 설치되는 벤트부를 절감시키기 위한 단부 수평가동-수직구속 부재를 이용한 라멘화 공법을 제안하고, 이에 대한 거동특성분석을 수행하였다.

직경 450 mm Cassegrain 형태 시준장치의 제작 (Development of diameter 450 mm Cassegrain tlne collimator)

  • 양호순;이재협;이윤우;이인원;김종운;김도형
    • 한국광학회지
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    • 제15권3호
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    • pp.241-247
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    • 2004
  • 고해상도 인공위성용 망원경의 조립 및 평가를 위해서는 평행빔 만들어주는 시준장치가 꼭 필요하다. 전통적으로 큰 직경의 시준장치로는 비축포물면 거울을 많이 사용하여 왔다. 하지만, 평가대상망원경의 초점거리가 긴 경우 비축포물면은 보다 긴 초점거리를 가져야 하고 공기의 유동효과를 효과적으로 제어하지 못할 경우, 정확한 평가가 이루어지기 어려운 단점이 있다. 이에 비해 Cassegrain 형태 시준장치는 빔을 꺾어 사용하므로, 초점거리에 비해 적은 공간을 차지하고 공기의 유동효과도 상당히 줄일 수 있는 장점이 있다. 따라서, 본 논문에서는 직경 300 mm 인공위성 망원경을 측정하기 위해 직경 450 mm 의 Cassegrain 형태 시준장치를 설계하고 제작한 과정을 설명한다. 주경 및 부경을 제작한 후 시준장치를 구성한 결과 최종 파면수차는 0.07λ(λ=633 nm)로 diffraction limited 성능을 보였다.

경암지반 NATM 터널에서 암반분류 및 계측에 의한 최적지보공 선정에 관한 연구 (Selection of Optimum Support based on Rock Mass Classification and Monitoring Results at NATM Tunnel in Hard Rock)

  • 김영근;장정범;정한중
    • 터널과지하공간
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    • 제6권3호
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    • pp.197-208
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    • 1996
  • Due to the constraints in pre site-investigation for tunnel, it is essential to redesign the support structures suitable for rock mass conditions such as rock strength, ground water and discontinuity conditions for safe tunnel construction. For the selection of optimum support, it is very important to carry out the rock mass classification and in-situ measurement in tunnelling. In this paper, in a mountain tunnel designed by NATM in hard rock, the selectable system for optimum support has been studied. The tunnel is situated at Chun-an in Kyungbu highspeed railway line with 2 lanes over a length of 4, 020 m and a diameter of 15 m. The tunnel was constructed by drill & blasting method and long bench cut method, designed five types of standard support patterns according to rock mass conditions. In this tunnel, face mapping based on image processing of tunnel face and rock mass classification by RMR carried out for the quantitative evaluation of the characteristics of rock mass and compared with rock mass classes in design. Also, in-situ measurement of convergence and crown settlement conducted about 30 m interval, assessed the stability of tunnel from the analysis of monitoring data. Through the results of rock mass classification and in-situ measurement in several sections, the design of supports were modified for the safe and economic tunnelling.

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