• 한국시뮬레이션학회논문지
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• 제6권2호
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• pp.89-104
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• 1997

Performance bottleneck of parallel computer systems has mostly been I/O devices because of disparity between processor speed and I/O speed. Therefore I/O node placement strategy is required such that it can minimize the number of I/O nodes, I/O access time and I/O traffic in an interconnection network. In this paper, we propose an optimal distance-k embedding algorithm, and analyze its effect on system performance when this algorithm is applied to n x n torus architecture. We prove this algorithm is an efficient I/O node placement using software simulation. I/O node placement using the proposed algorithm shows the highest performance among other I/O node placements in all cases. It is because locations of I/O nodes are uniformly distributed in the whole network, resulting in reduced traffic in the intE'rconnection network.

• 대한공간정보학회지
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• 제18권2호
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• pp.3-12
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• 2010

최근 항공사진과 고해상도 위성영상의 보급과 수치사진측량 시스템 및 분석 알고리즘의 발전으로 인하여 데이터 추출, 영상이미지프로세싱처리, 정밀 대축척지도제작 등의 연구가 진행되고 있지만 2차원 평면 정보라는 제한적인 요소를 가지고 있다. 이에, 높은 위치정확도와 개체인식을 위한 정확한 공간정보와 3차원 좌표가 필요하게 되었다. 본 연구에서는 높은 위치정확도가 검증된 LiDAR의 3차원 공간정보를 이용하여 실제 지형을 반영하였고, 센서 최적 위치를 도출하기위해 확률알고리즘을 개발하고 공간분석을 통해 확률 값을 산정하였다. Grid기반인 2차원 3차원 센서위치지점을 생성하고 LiDAR의 3차원정보를 센서감지영역 산정에 적용하였다. 이 데이터를 바탕으로 알고리즘을 구현하여 최적 센서위치지점으로 선정하였다. 또한 최적 센서위치지점 선정 시 고려사항을 3가지 조건으로 나누었다. 첫째조건은 방해물이 없는 2차원인 경우(2-D Non obstacle), 둘째조건은 방해물이 존재하는 2차원인 경우(2-D Obstacle), 셋째는 방해물이 존재하며 3차원인 조건(3-D Obstacle)으로 설정하였다. 이 3가지 조건에 알고리즘을 적용하여 2차원, 3차원적 공간에 대한 최적위치선정 방법을 검토하였다. 결론적으로 본 연구에서는 LiDAR 데이터를 이용하여 정보 수집을 위한 지상 고정센서 위치 선정 방법론을 제시하고자 하였다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1986년도 한국자동제어학술회의논문집; 한국과학기술대학, 충남; 17-18 Oct. 1986
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• pp.498-502
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• 1986

A generalized singular linear quadratic control technique is developed to design an optimal trajectory tracking system. The output feedback control law is designed using this technique. The feedback gain matrix is synthesized to minimize tracking errors with pole placement capability to satisfy the control activity requirements. An applications to a bank-to-turn missile coordinated autopilot system design is presented.

• 한국지능시스템학회논문지
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• 제10권2호
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• pp.152-160
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• 2000

본 논문에서는 확장된 병렬 분산 보상기와 최적 극점 배치 방법을 사용한 비선형 시스템의 퍼지 모델 기반 제어기의 분석과 설계 방법을 제안한다. 설계과정을 설명하면 먼저비선형 시스템을 Takagi-Sugeno 퍼지 모델로 표현하고 확장된 병렬 분산 보상기를 사용하여 제어기 규칙을 작성한다. 그리고 최적 극점 배치 방법을 사용하여 국소 상태 궤환 제어기를 설계하고 이를 이용하여 전체의 퍼지논리제어기를 설계한다. 기존의 사용된 병렬 분산 보상기와는 다르게 본 논문에서 새로이 개발된 확장된 병렬 분산 보상기와 최적 극점 배치 방법을 이용함으로써 안정한 국소 퍼지 제어기의 설계뿐만 아니라 추적 제어 목적도 수행할 수 있는 전체의 안정한 퍼지 제어기도 설계할 수 있다. 게다가 전체 퍼지 모델 뿐만 아니라 실제 비선형 시스템에 대해서도 안정도 분석을 행하였다 마지막으로 제안된 퍼지 모델 기반 제어기 설계 방법의 효율성과 가능성을 하나의 시뮬레이션 예를 통하여 증명하였다.

• Structural Engineering and Mechanics
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• 제37권6호
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• pp.671-684
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• 2011

Deciding on an optimal sensor placement (OSP) is a common problem encountered in many engineering applications and is also a critical issue in the construction and implementation of an effective structural health monitoring (SHM) system. The present study focuses with techniques for selecting optimal sensor locations in a sensor network designed to monitor the health condition of Dalian World Trade Building which is the tallest in the northeast of China. Since the number of degree-of-freedom (DOF) of the building structure is too large, multi-modes should be selected to describe the dynamic behavior of a structural system with sufficient accuracy to allow its health state to be determined effectively. However, it's difficult to accurately distinguish the translational and rotational modes for the flexible structures with closely spaced modes by the modal participation mass ratios. In this paper, a new method of the OSP that computing the mode shape matrix in the weak axis of structure by the simplified multi-DOF system was presented based on the equivalent rigidity parameter identification method. The initial sensor assignment was obtained by the QR-factorization of the structural mode shape matrix. Taking the maximum off-diagonal element of the modal assurance criterion (MAC) matrix as a target function, one more sensor was added each time until the maximum off-diagonal element of the MAC reaches the threshold. Considering the economic factors, the final plan of sensor placement was determined. The numerical example demonstrated the feasibility and effectiveness of the proposed scheme.

• Smart Structures and Systems
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• 제10권4_5호
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• pp.313-329
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• 2012

A challenging issue in design and implementation of an effective structural health monitoring (SHM) system is to determine where a number of sensors are properly installed. In this paper, research on the optimal sensor placement (OSP) is carried out on the Canton Tower (formerly named Guangzhou New Television Tower) of 610 m high. To avoid the intensive computationally-demanding problem caused by tens of thousands of degrees of freedom (DOFs) involved in the dynamic analysis, the three dimension finite element (FE) model of the Canton Tower is first simplified to a system with less DOFs. Considering that the sensors can be physically arranged only in the translational DOFs of the structure, but not in the rotational DOFs, a new method of taking the horizontal DOF as the master DOF and rotational DOF as the slave DOF, and reducing the slave DOF by model reduction is proposed. The reduced model is obtained by IIRS method and compared with the models reduced by Guyan, Kuhar, and IRS methods. Finally, the OSP of the Canton Tower is obtained by a kind of dual-structure coding based generalized genetic algorithm (GGA).

• Structural Engineering and Mechanics
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• 제47권2호
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• pp.227-245
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• 2013

The term "constructability" in regard to cast-in-place concrete construction refers mainly to the ease of reinforcing steel placement. Bar congestion complicates steel placement, hinders concrete placement and as a result leads to improper consolidation of concrete around bars affecting the integrity of the structure. In this paper, a multi-objective approach, based on the non-dominated sorting genetic algorithm (NSGA-II) is developed for optimal design of reinforced concrete cantilever retaining walls, considering minimization of the economic cost and reinforcing bar congestion as the objective functions. The structural model to be optimized involves 35 design variables, which define the geometry, the type of concrete grades, and the reinforcement used. The seismic response of the retaining walls is investigated using the well-known Mononobe-Okabe analysis method to define the dynamic lateral earth pressure. The results obtained from numerical application of the proposed framework demonstrate its capabilities in solving the present multi-objective optimization problem.

• 한국정보과학회논문지:시스템및이론
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• 제33권1_2호
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• pp.92-104
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• 2006

본 논문에서 제안하는 기법은 기존의 첨단 배치기인 Kraftwerk (& KraftwerkNC)와 Mongrel을 개선 확장한 것으로써, 광역배치에서 셀 중첩을 효과적으로 해결하는 Mongrel의 ripple move 기법과 force directed 광역배치기인 KraftwerkNC의 강력한 성능을 결합한 것이다. 제안한 기법에서는 Mongrel의 ripple move를 최적화하기 위해 Kraftwerk에서 사용한 힘 분산(force spreading)기법을 이용한다. 셀 밀집을 개선시키고, 배선길이를 최적화하는 과정에서 타이밍을 위해 넷 제약조건들이 고려된다. 제안된 기법을 통해 얻은 실험 결과는 배선길이 뿐만 아니라 타이밍에서 향상된 결과를 보여준다.

• 조명전기설비학회논문지
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• 제29권11호
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• pp.96-101
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• 2015

In recent years, researches regarding optimal placement of CCTV(Closed-circuit Television) cameras via architecture modeling has been conducted. However, for analyzing surveillance coverage through actual human movement, the application of VA(Video Analytics) function of IP(Internet Protocol) cameras has not been studied. This paper compares two methods using data captured from real-world cameras and data acquired from a virtual environment. In using real cameras, we develop GUI(Graphical User Interface) to be used as a logfile which is stored hourly and daily through VA functions and to be used commercially for placement of products inside a shop. The virtual environment was constructed to emulate an real world such as the building structure and the camera with its specifications. Moreover, suitable placement of the camera is done by recognizing obstacles and the number of people counted within the camera's range of view. This research aims to solve time and economic constraints of actual installation of surveillance cameras in real-world environment and to do feasibility study of virtual environment.

• Earthquakes and Structures
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• 제16권4호
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• pp.437-453
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• 2019

This study investigates a new optimal placement method for viscous dampers between structures in order to prevent pounding of adjacent structures with different dynamic characteristics under earthquake effects. A relative displacement spectrum is developed in two single degree of freedom system to reveal the critical period ratios for the most risky scenario of collision using El Centro earthquake record (NS). Three different types of viscous damper design, which are classical, stair and X-diagonal model, are considered to prevent pounding on two adjacent building models. The objective function is minimized under the upper and lower limits of the damping coefficient of the damper and a target modal damping ratio. A new algorithm including time history analyses and numerical optimization methods is proposed to find the optimal dampers placement. The proposed design method is tested on two 12-storey adjacent building models. The effects of the type of damper placement on structural models, the critical period ratios of adjacent structures, the permissible relative displacement limit, the mode behavior and the upper limit of damper are investigated in detail. The results of the analyzes show that the proposed method can be used as an effective means of finding the optimum amount and location of the dampers and eliminating the risk of pounding.