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이동체에서 2D 선레이저를 이용한 보도블럭 프로파일링 및 균열 검출 기법 (A Mechanism to profile Pavement Blocks and detect Cracks using 2D Line Laser on Vehicles)

  • 최승호;김서연;정영훈;김태식;민홍;정진만
    • 한국인터넷방송통신학회논문지
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    • 제21권5호
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    • pp.135-140
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    • 2021
  • 본 논문에서는 배면의 지반 변형을 감지하기 위해 보도블럭 프로파일링과 균열을 동시에 검출하는 온라인 기법을 제안한다. 제안 기법은 2D 선레이저를 활용하여 이격 및 깊이 정보를 포함한 보도블럭 프로파일링이 가능하다. 특히 런타임에 수집된 선레이저의 데이터를 전처리하여 균열과 포트홀 탐지가 가능하도록 설계하였다. 실험을 위해 Gocator를 통해 실제 데이터를 수집하였고 Faster R-CNN를 활용하여 학습을 수행하였다. 성능평가 결과, 정밀도 및 재현율 기준 90% 이상을 보이며 프로파일링이 가능함을 보인다. 제안 기법은 대규모 지반붕괴 사고가 발생하기 이전에 굴착 위험도 수준을 정량적으로 감지하기 위한 모니터링 관리에 활용될 수 있다.

Correction of malocclusion using sliding fibula osteotomy with sagittal split ramus osteotomy after mandible reconstruction

  • Lee, Dong-Hun;Kim, Seong Ryoung;Jang, Sam;Ahn, Kang-Min;Lee, Jee-Ho
    • Maxillofacial Plastic and Reconstructive Surgery
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    • 제42권
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    • pp.21.1-21.6
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    • 2020
  • Background: Fibula free flap mandible reconstruction is the standard procedure after wide resection of the mandible. Establishment and maintenance of normal occlusion are important in mandible reconstruction both intraoperatively and after surgery. However, scar formation on the surgical site can cause severe fibrosis and atrophy of soft tissue in the head and neck region. Case presentation: Here, we report a case of severe soft tissue atrophy that appeared along with scar formation after mandibular reconstruction through the fibular free flap procedure. This led to normal occlusion collapse after it was established, and the midline of the mandible became severely deviated to the affected side that was replaced with the fibula free flap, leading to facial asymmetry. We corrected the malocclusion with a secondary operation: a sagittal split ramus osteotomy on the unaffected side and a sliding osteotomy on the previous fibula graft. After a healing time of 3 months, implants were placed on the fibula graft for additional occlusal stability. Conclusion: We report satisfactory results from the correction of malocclusion after fibula reconstruction using sliding fibula osteotomy and sagittal split ramus osteotomy. The midline of the mandible returned to its original position and the degree of facial asymmetry was reduced. The implants reduced difficulties that the patient experienced with masticatory function.

화물차량 부착 중량센서 적용을 통한 운행패턴 및 과적 예방 효과 분석 (An Effectiveness Analysis of Commercial Vehicle's Loading Pattern and Prevention of Overloading with On-board Truck Weight Sensors)

  • 김종우;조윤범;정영우
    • 한국ITS학회 논문지
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    • 제17권6호
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    • pp.153-172
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    • 2018
  • 화물차량의 과적은 도로 포장의 파손 및 교량 등 도로구조물의 파괴, 대형 교통사고 발생 등의 주요한 원인 중 하나로서 오랜 시간동안 도로 교통 분야에서 중요한 연구분야였다. 본 연구에서는 과적 문제 해결을 위해 급속도로 발전하는 IT 및 빅데이터 활용기술을 접목하여 화물차량의 과적운행패턴 분석 및 차체부착중량계중시스템를 활용한 과적예방 효과를 분석하였다. 이를 위해 기존 화물차량과적 관련 문헌 조사와 상용 차체부착중량계중시스템 기술 조사를 진행하였으며, 과적적발 정보 분석을 통해서 대표적인 과적차량의 유형을 선정하였다. 과적유형에 맞는 차량을 10대 선정, 차체부착중량계중시스템을 설치함으로써 화물차량의 정보를 실시간으로 모니터링하여 연구 데이터를 수집하였다. 화물차량의 축중량과 총중량 데이터는 상하차 작업횟수 대비 과적비율 등으로 분석하였으며, 차체부착중량계중시스템 유무에 따른 그 변화추이를 확인하여 차체부착중량계중시스템 적용의 과적예방효과를 확인할 수 있었다. 다만, 시험차량 표본수가 전체를 대표할 수 있을 정도로 충분하지 못하기 때문에 향후 확대 시험을 통해서 추가적인 연구가 가능할 것으로 판단된다.

영상정보를 활용한 사면 붕괴 토사량 산정 기법 (Soil Volume Computation Technique at Slope Failure Using Photogrammetric Information)

  • 타망 비벡;임현택;김기환;장석현;김용성
    • 한국지반환경공학회 논문집
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    • 제19권12호
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    • pp.65-72
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    • 2018
  • 최근 무인항공시스템의 활용으로 농작물 작황조사, 접근위험지역의 시설물 현황조사, 재해재난 모니터링 및 3차원 모델링 등 그 활용 분야가 확대되고 있는 실정이며, 건설, 인프라, 영상, 측량, 농업, 감시, 수송 등 실제로 여러 분야로 활용사례가 계속 늘어나고 있다. 특히, 산사태와 같은 사면 붕괴 발생 시 무인항공시스템 적용에 대한 시도가 많아지고 있으며, 무인항공시스템은 3차원 비행이 가능하기 때문에 접근하기 어려운 공간 정보를 확인할 수 있다. 하지만, 이러한 장점에도 불구하고 사면 붕괴 발생시 무인항공시스템 활용은 아직도 제한적인 실정이다. 본 연구에서는 이러한 한계성 극복을 위하여 사면 붕괴로 인한 토사량을 무인항공시스템의 영상정보로 산정하는 기법을 고찰하였다. 본 연구를 통해 산악지역 등 접근이 어려운 지역에서 사면 붕괴 발생시 복구공사에 필요한 토사량의 정보를 취득하는데 무인항공시스템 영상정보를 활용할 수 있을 것으로 판단된다.

평발에 적용한 아규먼트 로우-다이 테이핑이 한 발 서기 균형에 미치는 영향 (The Effects of Augmented Low-dye Taping on One Leg Standing Balance in People with Flat Feet)

  • 황윤성;이정목;강호정;박지성;박해솔;우영근
    • PNF and Movement
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    • 제17권2호
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    • pp.215-222
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    • 2019
  • Purpose: The objective of this study was to investigate whether augmented low-dye taping treatment, which consists of low-dye, reverse-six, and calcaneal-sling taping, is effective in alleviating the collapse of the medial longitudinal arch, which is used for physical balancing during one leg standing. Methods: The subjects comprised 27 students in their 20s whose navicular bone height was lowered by 10 mm or more when evaluated using the navicular drop test. Those with interference factors like deformities, fractures, or traumas were excluded. Frequency-division multiplexing was used to measure one leg standing, and the method to avoir the average each time after 3 times of measurement was applied. Results: Significant differences in the center of pressure (COP) path length, COP average velocity, and forefoot force were observed during left leg standing (p<0.05), but for right leg standing, only changes in forefoot force were noted. Conclusion: Based on the changes to the non-dominant leg in terms of COP path length, COP average velocity, and forefoot force, the immediate effect of augmented low-dye taping, which combines three types of anti-pronation taping, on one leg standing balance in people with flat feet was confirmed.

Mitigating TCP Incast Issue in Cloud Data Centres using Software-Defined Networking (SDN): A Survey

  • Shah, Zawar
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제12권11호
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    • pp.5179-5202
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    • 2018
  • Transmission Control Protocol (TCP) is the most widely used protocol in the cloud data centers today. However, cloud data centers using TCP experience many issues as TCP was designed based on the assumption that it would primarily be used in Wide Area Networks (WANs). One of the major issues with TCP in the cloud data centers is the Incast issue. This issue arises because of the many-to-one communication pattern that commonly exists in the modern cloud data centers. In many-to-one communication pattern, multiple senders simultaneously send data to a single receiver. This causes packet loss at the switch buffer which results in TCP throughput collapse that leads to high Flow Completion Time (FCT). Recently, Software-Defined Networking (SDN) has been used by many researchers to mitigate the Incast issue. In this paper, a detailed survey of various SDN based solutions to the Incast issue is carried out. In this survey, various SDN based solutions are classified into four categories i.e. TCP Receive Window based solutions, Tuning TCP Parameters based solutions, Quick Recovery based solutions and Application Layer based solutions. All the solutions are critically evaluated in terms of their principles, advantages, and shortcomings. Another important feature of this survey is to compare various SDN based solutions with respect to different performance metrics e.g. maximum number of concurrent senders supported, calculation of delay at the controller etc. These performance metrics are important for deployment of any SDN based solution in modern cloud data centers. In addition, future research directions are also discussed in this survey that can be explored to design and develop better SDN based solutions to the Incast issue.

Performance of passive and active MTMDs in seismic response of Ahvaz cable-stayed bridge

  • Zahrai, Seyed Mehdi;Froozanfar, Mohammad
    • Smart Structures and Systems
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    • 제23권5호
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    • pp.449-466
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    • 2019
  • Cable-stayed bridges are attractive due to their beauty, reducing material consumption, less harm to the environment and so on, in comparison with other kinds of bridges. As a massive structure with long period and low damping (0.3 to 2%) under many dynamic loads, these bridges are susceptible to fatigue, serviceability disorder, damage or even collapse. Tuned Mass Damper (TMD) is a suitable controlling system to reduce the vibrations and prevent the threats in such bridges. In this paper, Multi Tuned Mass Damper (MTMD) system is added to the Ahvaz cable stayed Bridge in Iran, to reduce its seismic vibrations. First, the bridge is modeled in SAP2000 followed with result verification. Dead and live loads and the moving loads have been assigned to the bridge. Then the finite element model is developed in OpenSees, with the goal of running a nonlinear time-history analysis. Three far-field and three near-field earthquake records are imposed to the model after scaling to the PGA of 0.25 g, 0.4 g, 0.55 g and 0.7 g. Two MTMD systems, passive and active, with the number of TMDs from 1 to 8, are placed in specific points of the main span of bridge, adding a total mass ratio of 1 to 10% to the bridge. The parameters of the TMDs are optimized using Genetic Algorithm (GA). Also, the optimum force for active control is achieved by Fuzzy Logic Control (FLC). The results showed that the maximum displacement of the center of the bridge main span reduced 33% and 48% respectively by adding passive and active MTMD systems. The RMS of displacement reduced 37% and 47%, the velocity 36% and 42% and also the base shear in pylons, 27% and 47%, respectively by adding passive and active systems, in the best cases.

Quality parameters of chicken breast meat affected by carcass scalding conditions

  • Silva-Buzanello, Rosana Aparecida da;Schuch, Alexia Francielli;Gasparin, Andre Wilhan;Torquato, Alex Sanches;Scremin, Fernando Reinoldo;Canan, Cristiane;Soares, Adriana Lourenco
    • Asian-Australasian Journal of Animal Sciences
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    • 제32권8호
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    • pp.1186-1194
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    • 2019
  • Objective: The influence of broiler carcass scalding conditions on chicken breast meat quality parameters was investigated. Methods: Two hundred and seventy Cobb broiler chickens from 42 to 48 days old were slaughtered according to the standard industry practice and scalded in five temperature/time combinations-$T_1$, $54^{\circ}C/210s$; $T_2$, $55^{\circ}C/180s$; $T_3$, $56^{\circ}C/150s$; $T_4$, $57^{\circ}C/120s$; $T_5$, $58^{\circ}C/90s$. Results: Scalding temperature increase resulted in higher values of external and ventral lightness and in protein functionality reduction-determined by emulsification capacity and protein denaturation-in chicken breast fillets 24 h post-mortem. Protein secondary structures had conformational changes, with a decrease of the ${\alpha}$-helix and an increase of the ${\beta}$-sheet and ${\beta}$-turn proportions, mainly in $T_1$ and $T_5$ samples, determined by Fourier-transform infrared spectroscopy in an attenuated reflectance mode analysis. The chemical composition, pH, water holding capacity and Warner-Bratzler shear force did not differ among the treatments. In the fatty acid profile, the 18:1n-9 was lower in $T_5$, which suggested that the high scalding-temperature could have caused the lipid oxidation. The values of the polyunsaturated fatty acids (PUFA), such as 22:2, 20:4n-6, and 22:6n-3, were highest in the $T_5$, thus being related to the phospholipid cellular membrane collapse in this experimental condition and subsequent release of these PUFA. Conclusion: Intermediate scalding-parameters avoided the negative changes in the chicken meat quality.

Bridge Inspection and condition assessment using Unmanned Aerial Vehicles (UAVs): Major challenges and solutions from a practical perspective

  • Jung, Hyung-Jo;Lee, Jin-Hwan;Yoon, Sungsik;Kim, In-Ho
    • Smart Structures and Systems
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    • 제24권5호
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    • pp.669-681
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    • 2019
  • Bridge collapses may deliver a huge impact on our society in a very negative way. Out of many reasons why bridges collapse, poor maintenance is becoming a main contributing factor to many recent collapses. Furthermore, the aging of bridges is able to make the situation much worse. In order to prevent this unwanted event, it is indispensable to conduct continuous bridge monitoring and timely maintenance. Visual inspection is the most widely used method, but it is heavily dependent on the experience of the inspectors. It is also time-consuming, labor-intensive, costly, disruptive, and even unsafe for the inspectors. In order to address its limitations, in recent years increasing interests have been paid to the use of unmanned aerial vehicles (UAVs), which is expected to make the inspection process safer, faster and more cost-effective. In addition, it can cover the area where it is too hard to reach by inspectors. However, this strategy is still in a primitive stage because there are many things to be addressed for real implementation. In this paper, a typical procedure of bridge inspection using UAVs consisting of three phases (i.e., pre-inspection, inspection, and post-inspection phases) and the detailed tasks by phase are described. Also, three major challenges, which are related to a UAV's flight, image data acquisition, and damage identification, respectively, are identified from a practical perspective (e.g., localization of a UAV under the bridge, high-quality image capture, etc.) and their possible solutions are discussed by examining recently developed or currently developing techniques such as the graph-based localization algorithm, and the image quality assessment and enhancement strategy. In particular, deep learning based algorithms such as R-CNN and Mask R-CNN for classifying, localizing and quantifying several damage types (e.g., cracks, corrosion, spalling, efflorescence, etc.) in an automatic manner are discussed. This strategy is based on a huge amount of image data obtained from unmanned inspection equipment consisting of the UAV and imaging devices (vision and IR cameras).

깊이 1200mm급 변단면보의 중간모멘트골조용 내진접합부 개발 (Beam-Column Connection with 1200mm Deep Multi-Reduced Taper Beam for Intermediate Moment Frame)

  • 정시화;알미아이유 로벨 원디므;박만우;주영규
    • 대한건축학회논문집:구조계
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    • 제35권4호
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    • pp.135-146
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    • 2019
  • Deep beam has high section modules compared with shallow beam of the same weight. However, deep beam has low rotational capacity and high possibility of brittle failure so it is not possible to apply deep beams with a long span to intermediate moment frames, which should exhibit a ductility of 0.02rad of a story drift angle of steel moment frames. Accordingly, KBC and AISC limit the beam depth for intermediate and special moment frame to 750mm and 920mm respectively. The purpose of this paper is to improve the seismic performance of intermediate moment frame with 1200mm depth beam. In order to enhance vulnerability of plastic deformation capacity of deeper beam, Multi-Reduced Taper Beam(MRTB) shape that thickness of beam flange is reinforced and at the same time some part of the beam flange width is weakened are proposed. Based on concept of multiple plastic hinge, MRTB is intended to satisfy the rotation requirement for intermediate moment frame by dividing total story drift into each hinge and to prevent the collapse of the main members by inducing local buckling and fracture at the plastic hinge location far away from connection. The seismic performance of MRTB is evaluated by cyclic load test with conventional connections type WUF-W, RBS and Haunch. Some of the proposed MRTB connection satisfies connection requirements for intermediate moment frame and shows improved the seismic performance compared to conventional connections.