• 한국멀티미디어학회논문지
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• 제12권11호
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• pp.1671-1679
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• 2009

기존에는 제품의 원부자재 조달, 생산, 유통, 판매 등 기업과 고객을 연결하는 공급사슬관리의 대상이 순방향 물류(forward logistics)에 초점을 두어 왔으나, 그 범위가 역방향 물류(reverse logistics)로 확대되고 있다. 그러나 해외 선진기업들에 비해 국내 기업들의 역 공급사슬(reverse supply chain) 관리 능력은 강대적으로 저조한 수준에 머물러 있으며, 구체적으로 이를 수행할 수 있는 체계적인 인프라를 구축하고 있지 못한 실정이다. 이에 본 연구에서는 순방향 물류에 광범위하게 적용되고 있는 RFID 기술을 적용하여 포장, 보관, 하역, 운송 등 기존의 물류관리에 필요한 필수정보는 물론, 반품, 회수, 폐기, 재활용 등 친환경 공급사슬 관리를 수행하기 위한 정보를 제공하는 서비스 플랫폼을 개발하고자 하였다. 이를 위해 역방향 물류에 관한 문헌연구 및 선진사례를 분석하고, 국내외 추진현황을 검토하며 향후 적용되어야 할 역 공급사슬 관리를 위한 서비스 플랫폼을 제안한다.

• 정보과학회 컴퓨팅의 실제 논문지
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• 제21권12호
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• pp.745-750
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• 2015

LiDAR 기술은 실제와 유사한 수준의 3차원 영상 정보를 제공하는 센싱 기술로, 다양한 분야에서 활용되고 있다. 이 기술을 실제 활용하기 위해서는 복잡하고, 방대한 데이터 처리가 요구되며, 이에 급변하는 상황에서 빠른 대응이 필요한 군사 작전에서의 활용은 제한적이다. 본 논문에서는 무인기 플랫폼 기반의 실시간 LiDAR 데이터 처리구조를 제안하여 LiDAR 데이터 처리를 위해 무인기-고성능 데이터 처리영역 간 병렬처리와 오프로딩을 통해 실시간 수준의 탐지 정보를 제공하도록 제안한다. 또한, 제안 구조의 적용 가능성 검증을 위해 기존 처리 방식과 무인기 플랫폼의 처리환경과 유사한 ARM 클러스터에서의 병렬 처리 방식에서 실제 LiDAR 데이터의 보간 처리를 통해 처리시간, 용량을 확인하는 실험을 수행하였고, 기존 방식과 유사하거나 양호한 결과를 확인하였다. 향후 제안 구조를 기반으로 실시간성 보장이 요구되는 무인 침투자 감시 등 군사 작전에 활용될 수 있을 것이다.

• 한국해양환경ㆍ에너지학회지
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• 제19권3호
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• pp.194-202
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• 2016

본 연구에서는 10 MW급 부유식 파력-풍력 복합발전 시스템의 플랫폼 초기 개념설계를 위해 유한요소해석 기반 위상 최적화를 검토하였다. 실제 파력-풍력 복합발전 시스템 플랫폼의 위상최적화를 수행하기 전에 단순화된 구조설계 문제를 이용하여 효율적인 위상최적화 이론을 확인하고자 밀도법과 균질화설계법의 두 가지 위상최적화 이론을 적용하였다. 단순화된 설계 문제의 결과로부터 균질화설계법 이론을 파력-풍력 복합발전 시스템의 플랫폼 위상최적화에 적용하였다. 파력-풍력 복합발전 시스템의 플랫폼 개념설계를 위해서 유한요소해석 모델을 생성하고 설치해역의 해양환경하중을 고려하여 구조해석을 수행하였다. 설계파 및 조류와 같은 해양환경하중으로부터 기인하는 플랫폼 상의 압력과 계류삭의 인장력을 산출하기 위하여 동수력학 해석을 수행하였다. 구조해석을 위한 하중조건은 부유체 동수력학 해석으로부터의 결과와 파력-풍력 복합발전 시스템 중량을 고려하였고, 경계조건은 관성제거법을 사용하여 구현하였다. 밀도법 기반 파력-풍력 복합발전 시스템 플랫폼의 위상최적화 결과로부터 개념설계 단계에서 주요 구조부재의 배치방안을 제시하였다. 본 연구결과로부터 위상최적화는 부유식 파력-풍력 복합발전 시스템과 같은 새로운 형식의 해양구조물 개발에 있어서 주요 구조부재 배치의 개념설계에 대해 유용한 설계도구임을 확인하였다.

• 대한치과보철학회지
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• 제25권1호
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• pp.17-40
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• 1987

The purpose of this study was to clarify the effect of clasp design on abutment tooth adjacent to a distal extension base under the influence by the location of functional loading. The RPI clasp, the Akers clasp and the combination clasp were selected for evaluation. Tests were performed at 10Kg, 20Kg, 30Kg loads on the buccal, central, lingual, mesial and distal positions of loading platform of each mandibular distal extension partial denture. The laser reflexion method was used for three dimensional measurement of abutment movement, which is possible to measure precisely without contact. The movement in the mesiodistal(X), buccolingual(Y), and occlusoapical(Z) directions and the rotational movement(R) were measured, and in addition, the total movement (SV) as expressed by the three dimensional summation vector independent of direction was calculated. The data were analyzed using Student t-test, p<.05. The following results were obtained from this study; 1. Clasp design did not generally affect the direction of abutment tooth movement except the movement in an undesirable occlusal direction in case of the Akers clasp and the combination clasp. 2. The greater the load on the prosthesis, the greater was the abutment tooth movement, and the direction of abutment tooth movement was affected by positional loading. 3. Each prosthesis was dislodged from the test base under the small amount of load in the distal load position, and the buccal loading showed the greatest abutment tooth movement under the maximum load. 4. RPI clasp was evaluated as the most favorable design.

• 정보과학회 논문지
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• 제43권7호
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• pp.725-735
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• 2016

스마트 TV는 콘텐츠를 제공하기 위해 웹 브라우저로 웹킷을 사용한다. 웹킷은 앱을 실행하기 위해 HTML, CSS, 자바스크립트, 이미지와 같은 웹 자원을 사용한다. 따라서 애플리케이션이 시작될 때 웹킷은 메모리로 자원을 적재하고 돔트리와 렌더트리를 생성한다. 하지만 스마트 TV 앱은 웹 자원을 디스크에 저장하기 때문에 돔트리와 렌더트리는 변하지 않는다. 그러므로 만약 돔트리와 렌더트리를 재사용할 수 있다면 앱의 로딩 시간을 단축할 수 있다. 본 논문은 동적으로 할당 받은 메모리에 영속성을 부여하는 기법인 FastIO를 제시하고 웹킷 기반의 웹 브라우저에 적용하였다. 따라서 웹 자원을 스토리지로부터 메모리로 적재하고 in-memory 구조로 변환하는 과정을 제거 하였다. 실험 결과로 돔트리와 렌더트리가 생성 과정까지의 시간을 비교하였고, FastIO를 적용한 웹 브라우저가 기존 웹 브라우저보다 SSD, Ramdisk, eMMC에서 7.9배, 44.8배, 2.9배의 속도가 향상되었다.

• 대한치과보철학회지
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• 제45권2호
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• pp.240-249
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• 2007

Statement of problem: A phenomenon of screw-loosening in implant abutment is frequently occurred in a single and multiple implant restoration. Purpose: This study was performed to evaluate an effect of abutment material on screw-loosening before and after a cyclic loading. In a single-tooth implant, different materials of abutment, Type III Gold alloy and Zirconium composite$(ZrO_2/Al_2O_3)$ were used. Material and method: The Gold alloy(Type III) and Zirconium composite$(ZrO_2/Al_2O_3)$ were used to make a superstructure of implant, the one of types of UCLA, Each group was constituted of 5 sample with a 30-degree offset angulated loading platform. The external hexagonal fixture was rigidly hel d in a special holding zig to ensure solid fixation without rotation during the tightening and a cyclic loading. A Titanium-alloy screw was used to connect and controlled to be tighten in 20Ncm torque by a digital torque gauge. A 20 times of consecutive closing/opening cycle were performed to evaluate the immediate torque loss. In 5 sample of each material group, an initial opening torque was recorded during 3 closing/opening cycle, then 2Hz, 200N, 1,000,000 cyclic loadings were performed, then a opening torque was evaluated. Result & Conclusion: 1. In this limited study, titanium alloy screw tightened in 20Ncm, a cold-welding phenomen on was not observed during the 20 times of closing/opening cycle(p=0.11, p=0.18). 2. In titanium alloy abutment screw, repeated opening and closing of the screw caused to progressive decrease of opening torque(p=0.014). 3. The difference in preload of screw between gold alloy abutment and ceramic$(ZrO_2/Al_2O_3)$ abutment was not significant(p=0.78). 4. The difference in torque loss of screw between gold alloy abutment and ceramic$(ZrO_2/Al_2O_3)$ abutment was not significant after 2Hz,200N, 1,000,000 cyclic loading(p=0.92). 5. In titanium alloy abutment screw tightened by 20Ncm, the screw loosening was not significant on each group after 2Hz, 200Ncm, 1,000,000 cyclic loading(p=0.59).

• Ocean Systems Engineering
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• 제3권4호
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• pp.295-307
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• 2013

More FOWTs (floating offshore wind turbines) will be installed as relevant regulations and technological hurdles are removed in the coming years. In the present study, a numerical prediction tool has been developed for the fully coupled dynamic analysis of FOWTs in time domain including aero-loading, tower elasticity, blade-rotor dynamics and control, mooring dynamics, and platform motions so that the influence of rotor-control dynamics on the hull-mooring performance and vice versa can be assessed. The developed coupled analysis program is applied to Hywind spar design with 5 MW turbine. In case of spar-type floaters, the control strategy significantly influences the hull and mooring dynamics. If one of the control systems fails, the entire dynamic responses of FOWT can be significantly different. Therefore, it is important to maintain various control systems in a good operational condition. In this regard, the effects of failed blade pitch control system on FOWT performance including structural and dynamic responses of blades, tower, and floater are systematically investigated. Through this study, it is seen that the failure of one of the blade pitch control system can induce significant dynamic loadings on the other blades and the entire FOWT system. The developed technology and numerical tool are readily applicable to any types of floating wind farms in any combinations of irregular waves, dynamic winds, and steady currents.

• Steel and Composite Structures
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• 제34권5호
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• pp.715-732
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• 2020

High-strength steel composite Y-eccentrically braced frame (Y-HSS-EBF) is a novel structural system. In this study, the spatial substructure hybrid simulation test (SHST) method is used to further study the seismic performance of Y-HSS-EBF. Firstly, based on the cyclic loading tests of two single-story single-span Y-HSS-EBF planar specimens, a finite element model in OpenSees was verified to provide a reference for the numerical substructure analysis model for the later SHST. Then, the SHST was carried out on the OpenFresco test platform. A three-story spatial Y-HSS-EBF model was taken as the prototype, the top story was taken as the experimental substructure, and the remaining two stories were taken as the numerical substructure to be simulated in OpenSees. According to the test results, the validity of the SHST was verified, and the main seismic performance indexes of the SHST model were analyzed. The results show that, the SHST based on the OpenFresco platform has good stability and accuracy, and the results of the SHST agree well with the global numerical model of the structure. Under strong seismic action, the plastic deformation of Y-HSS-EBF mainly occurs in the shear link, and the beam, beam-columns and braces can basically remain in the elastic state, which is conducive to post-earthquake repair.

• Wind and Structures
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• 제12권2호
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• pp.103-120
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• 2009

Articulated tower platforms due to its compliant nature are more susceptible to the dynamic effects of wind than conventional fixed platforms. Dynamic response analysis of a double hinged articulated tower excited by low frequency wind forces with random waves is presented in this paper. The exposed super structure of the platform, housing the drilling and production facilities is subjected to mean and fluctuating wind loads, while the submerged portion is acted upon by wind driven waves. The fluctuating component of the wind velocity is modeled by Emil Simiu's spectrum, while the sea state is characterized by Pierson-Moskowitz spectrum. Nonlinearities in the system due to drag force, added mass, variable submergence and instantaneous tower orientation are considered in the analysis. To account for these nonlinearities, an implicit time integration scheme (Newmark's-${\beta}$) has been employed which solves the equation of motion in an iterative fashion and response time histories are obtained. The power spectra obtained from random response time histories show the significance of low frequency responses.

• International Journal of Naval Architecture and Ocean Engineering
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• 제13권1호
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• pp.511-525
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• 2021

Aluminium outfitting is widely used in offshore platforms owing to its anti-corrosion ability and its light weight. However, various standards exist (ISO, NORSOK and EN) for the design of handrails used in offshore platforms, and different suppliers have different criteria. This causes great confusion for designers. Moreover, the design load required by the standards is not clearly defined or is uncertain. Thus, many offshore projects reference previous project details or are conservatively designed without additional clarification. In this study, all of the codes and standards were reviewed and analysed through prior studies, and data on variable factors that directly and indirectly affect the handrails applied to offshore platforms were analysed. A total of 50 handrail design load scenarios were proposed through deterministic and probabilistic approaches. To verify the proposed new handrail design load selection scenario, structural analysis was performed using SACS (offshore structural analysis software). This new proposal through deterministic and probabilistic approaches is expected to improve safety by clarifying the purpose of the handrails. Furthermore, the acceptance criteria for probabilistic scenarios for handrails suggest considering the frequency of handrail use and the design life of offshore platforms to prevent excessive design. This study is expected to prevent trial and error in handrail design while maintaining overall worker safety by applying a loading scenario suitable for the project environment to enable optimal handrail design.