• Earthquakes and Structures
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• 제1권1호
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• pp.21-41
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• 2010

Multi-span steel-concrete composite (SCC) bridges are very sensitive to earthquake loading. Extensive damage may occur not only in the substructures (piers), which are expected to yield, but also in the other components (e.g., deck, abutments) involved in carrying the seismic loads. Current seismic codes allow the design of regular bridges by means of linear elastic analysis based on inelastic design spectra. In bridges with superstructure transverse motion restrained at the abutments, a dual load path behavior is observed. The sequential yielding of the piers can lead to a substantial change in the stiffness distribution. Thus, force distributions and displacement demand can significantly differ from linear elastic analysis predictions. The objectives of this study are assessing the influence of piers-deck stiffness ratio and of soil-structure interaction effects on the seismic behavior of continuous SCC bridges with dual load path, and evaluating the suitability of linear elastic analysis in predicting the actual seismic behavior of these bridges. Parametric analysis results are presented and discussed for a common bridge typology. The response dependence on the parameters is studied by nonlinear multi-record incremental dynamic analysis (IDA). Comparisons are made with linear time history analysis results. The results presented suggest that simplified linear elastic analysis based on inelastic design spectra could produce very inaccurate estimates of the structural behavior of SCC bridges with dual load path.

• Composites Research
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• 제12권6호
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• pp.31-42
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• 1999

항공우주산업에서 무게를 증가시키지 않고 비행구조물의 구조적 성능을 증가시키는 것은 굉장한 잇점을 갖는다. 본 연구에서는 복합재료 평판의 무게를 증가시키지 않고 좌굴하중과 인장 파단하중을 동시에 증가시키는 혁신적인 설계 방법에 대해서 연구하였다. 원공이 있는 복합재료 적층판에서 곡선 섬유층과 직선 섬유층을 조합하여 적층판을 구성할 때 좌굴하중과 인장파단 하중이 동시에 증가되는 현상에 대하여 유한요소 해석을 사용하여 알아보았다. 원공의 크기와 적층 순서를 달리하면서 곡선섬유를 이용한 효과가 얼마나 되는지 알아보았다. 또한, 각각의 경우에 대해서 파단이 어떻게 일어나는가도 관찰하였다. 곡선섬유 평판을 제작하기 위해서는 연속적이고 부드럽게 변하는 fiber path가 필요하다. 여기서는 유한요소로 구한 섬유 방향을 사용하여 제작이 가능한 부드럽게 이어지는 fiber path를 구하는 간단한 방안을 제시하였다.

• 정보과학회 논문지
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• 제41권12호
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• pp.1145-1151
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• 2014

본 논문에서는 전술 백본망에서 부하 분산을 위한 다중 경로 지역 최적화 기법을 제안하였다. 제안된 기법은 라우팅 메트릭을 전역 메트릭과 지역 메트릭으로 구분하여 관리한다. 전역 메트릭은 라우팅 프로토콜을 통해 다른 라우터들에게 전파되며 루프 방지가 보장되는 다중 경로 구성에 사용되고, 지역 메트릭은 링크 사용율을 반영하여 링크 과부하 발생시 우회 경로를 탐색하는 용도로 활용되며 각 라우터 내에서만 관리된다. 모의 실험을 통해 다중 경로 지역 최적화 기법 적용시 사용자 트래픽이 효과적으로 가용 링크들을 통해 분산되는 것을 확인하였다.

• 드라이브 ㆍ 컨트롤
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• 제16권2호
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• pp.1-7
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• 2019

Jaw crusher is a device that breaks rock collected from mines or quarries to produce aggregates of the size desired by user. A representative method for measuring load is to measure them by attaching force sensors directly to the part where the load is generated. However, the direct method has many limitations such as high-impact loads generation in equipment or space constraints, sensor capacities and costs. Therefore, Transfer Path Analysis (TPA) was used to indirectly measure impact loads by attaching acceleration sensors. In this study, both direct and TPA methods were used to measure the impact load of Jaw crusher. This study finally quantifies the impact of the load generated by the Jaw crusher using direct method and TPA method, and comparing the impact load measured calculated the derive the error rate.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2015년도 춘계학술대회
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• pp.105-107
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• 2015

본 논문에서는 네트워크의 유동확률밀도를 이용하여 분산적인 라우팅 경로를 분석하는 LTD(Load Tolerance Density-distribution) 알고리즘을 제안한다. 모바일 애드 혹 네트워크(Mobile Ad-hoc Networks)는 유동성을 가진 노드들로 구성된 네트워크로서, 토폴로지의 변화가 빈번하다. 토폴로지의 변화를 줄이기 위해 계층적 네트워크가 연구되었으나, 특정 클러스터 헤드노드에게 부하가 집중되어 통신이 단절된다. 본 논문에서 제안하는 알고리즘은 포아송 분포를 이용한 노드의 유동확률밀도를 계산하여, 분산적인 라우팅 경로를 제공하는 알고리즘이다. 모의실험에서, 본 논문에서 제안한 알고리즘의 패킷 전송률은 비교 알고리즘에 비해 향상된 결과를 보여주었다.

• 대한기계학회논문집A
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• 제25권9호
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• pp.1461-1467
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• 2001

This paper proposes a new approach for the ant-swing control of overhead cranes. The proposed control consists of a model-based anti-swing control scheme and a practical path planning scheme. The anti-swing control scheme is designed based on the Lyapunov stability theorem; the proposed control does not require the usual constraints of small load mass, small load swing, slow hoisting speed, and small hoisting distance, but guarantees asymptotic stability while keeping all internal signals bounded. The path planning scheme is designed based on the concepts of minimum-time control and anti-swing control; the proposed path planning generates near-minimum-time trajectories independently of hoisting speed and distance. The effectiveness of the proposed control is shown by computer simulation.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2007년도 제29회 추계학술대회논문집
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• pp.393-397
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• 2007

이 연구의 목적은 추력, 항력, 중량 등의 외력들에 기인하여 가늘고 긴 동체의 소형로켓의 비행궤도에 영향을 줄 수 있는 임계하중을 조사하는데 있다. 임계하중은 먼저 Euler 기둥식을 이용하여 구하였고, 검증을 위해 유한 요소법의 수치해석 결과와 비교하였다.

• 대한기계학회논문집A
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• 제29권11호
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• pp.1488-1493
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• 2005

In this study, fatigue tests to obtain S-N curves and FE analyses to obtain structural stress concentration factors were conducted for the two types of cruciform fillet welded joints, that is, load-carrying and non load-carrying types. Then we changed the obtained S-N curve of load carrying joint to that based on hot spot stress. As a result, the S-N curve of load carrying joint based on hot-spot stress was almost exactly coincided with that of non load-carrying joint based on nominal stress. So we have conducted that the fatigue strength of a welded joint with different geometry from the non stress distribution along the expected crack path.

• KIEE International Transactions on Power Engineering
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• 제4A권2호
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• pp.73-78
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• 2004

This paper proposes a framework for determining the minimum load shedding for restoring solvability. The framework includes a continuation power flow (CPF) and an optimal power flow (OPF). The CPF parameterizes a specified outage from a set of multiple contingencies causing unsolvable cases, and it traces the path of solutions with respect to the parameter variation. At the nose point of the path, sensitivity analysis is performed in order to achieve the most effective control location for load shedding. Using the control location information, the OPF for locating the minimum load shedding is executed in order to restore power flow solvability. It is highlighted that the framework systematically determines control locations and the proper amount of load shedding. In a numerical simulation, an illustrative example of the proposed framework is shown by applying it to the New England 39 bus system.

• 한국정보처리학회:학술대회논문집
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• 한국정보처리학회 2014년도 춘계학술발표대회
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• pp.249-251
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• 2014

This paper proposes a channel diversity based load-balancing cross-layer routing scheme for Wireless Mesh Networks (WMNs). The proposed scheme deals with channel diversity phase and load balancing phase in WMNs. Channel diversity factor $metric_{ch-d}$ and load balancing factor $f_{load}$ are defined and employed cooperatively as a combined path selection policy.