• 한국진공학회:학술대회논문집
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• 한국진공학회 2004년도 제26회 학술발표회 초록집
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• pp.123-123
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• 2004

• 한국구조물진단유지관리공학회 논문집
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• 제24권5호
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• pp.111-118
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• 2020

본 연구에 사용된 U-형 복합보는 슬래브는 철근콘크리트구조로 되어 있고, 슬래브를 지지해 주는 보는 철골구조와 철근콘크리트구조, 그리고 U-형 강판으로 이루어져 있다. U-형 복합보는 시공성이 우수하고 낮은 층고와 장경간이 가능하기 때문에 공작물 주차장으로 사용하기 위한 목적으로 개발되었다. 시공성 향상을 위해 U-형 복합보 단부는 규격화된 H형강으로 계획하여 기둥에 직접 접합시키고, 강재 물량을 감소시키기 위해 U-형 복합보의 중간 부분에는 H형강 대신 얇은 강판(t=6)을 사용하여 U자형 형태로 접은 U-형 강판으로 구성되어 있다. U형 강판이 위치하는 복합보 중앙부에는 보의 춤을 작게 계획함으로서 공작물 주차장의 제한 높이에 만족하도록 계획할 수 있다. 낮은 보의 춤은 층고 단축에는 유리하지만 휨성능에는 저해 요인이 되기 때문에 춤 변화에 따른 구조성능을 파악하는 것이 중요하다. 또한, U-형 복합보는 철골구조와 철근콘크리트구조 및 U-형 강판이 혼합되어 있기 때문에 일체성 확보가 구조성능을 확보하는데 큰 영향을 준다. 따라서 본 연구에서는 U-형 복합보의 춤을 변화에 따른 구조성능을 파악하기 위한 구조실험을 실시하였다. 실험체는 일반주차장용으로 계획된 실험체를 기준실험체로 하여 춤을 변화시킨 2개의 실험체를 포함하여 총 3개를 계획하였다. 실험결과 춤을 크게 계획한 실험체가 기준실험체보다 항복강도, 최대강도, 에너지 등 구조성능이 우수하게 나타났다.

• 한국전자파학회논문지
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• 제25권8호
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• pp.864-871
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• 2014

본 연구에서는 Rotman 렌즈의 위상 오차를 최소화하는 빔 곡선을 구하는 최적화 방법을 제안하고 있다. 이 방법은 빔 포트로부터 배열안테나의 중심점과 배열안테나를 따라 대칭 또는 비대칭으로 놓인 두 개의 점으로 구성된 동위상점들을 통과하여 대응되는 동위상면까지의 3개의 경로길이는 동일하다는 개념에 근거를 두고 있다. 이 방법을 따르면, 각각의 빔 방향에 대하여 위상 오차를 최소화하는 배열안테나 상의 동위상점 집합을 찾으면 최적의 빔 포트 위치를 직접 구할 수 있다. 시뮬레이션 결과는 제안된 방법이 저 위상 오차를 갖는 Rotman 렌즈의 빔 곡선을 구하는 가장 최적이며 효과적인 방법임을 보여준다.

• 비파괴검사학회지
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• 제32권4호
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• pp.347-354
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• 2012

Using a single-line pulsed laser beam is well known as a useful noncontact method to generate a directional surface acoustic wave. In this method, different laser beam energy profiles produce different waveforms and frequency characteristics. In this paper, we considered two typical kinds of laser beam energy profiles, Gaussian and square-like, to find out a difference in the frequency characteristics. To achieve this, mathematical models were proposed first for Gaussian laser beam profile and square-like respectively, both of which depended on the laser beam width. To verify the theoretical models, experimental setups with a cylindrical lens and a line-slit mask were respectively designed to produce a line laser beam with Gaussian spatial energy profile and square-like. The frequency responses of the theoretical models showed good agreement with experimental results in terms of the existence of harmonic frequency components and the shift of the first peak frequencies to low.

• Steel and Composite Structures
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• 제9권2호
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• pp.159-172
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• 2009

Two prestressed steel reinforced high performance concrete (SRC) beams, a nonprestressed SRC beam and a counterpart prestressed concrete beam were tested under low reversed cyclic loading to evaluate seismic performance of prestressed SRC beams. The failure modes, deformation restoring capacity, ductility and energy dissipation capacity of the prestressed SRC beams were discussed. Results showed that due to the effect of plastic deformations of steel beams encased in concrete, the three SRC beams exhibited residual deformation ratios ranging between 0.64 and 0.79, which were apparently higher than that of the prestressed concrete beam (0.33). The ductility coefficients of the prestressed SRC beams and the prestressed concrete beam ranged between 4.65 and 4.87, obviously lower than that of nonprestressed SRC beam (9.09), which indicated the steel beams influenced the ductility little while prestressing resulted in an apparent reduction in ductility. The amount of energy dissipated by the prestressed SRC beams was less than that dissipated by the nonprestressed SRC beam but much more than that dissipated by the prestressed concrete beam.

• Advances in Computational Design
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• 제7권1호
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• pp.1-17
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• 2022

In this study, a new strategy is presented to transmit the fundamental elastic beam problem into the modern optimization platform and solve it by using artificial intelligence (AI) tools. As a practical example, deflection of Euler-Bernoulli beam is mathematically formulated by 2nd-order ordinary differential equations (ODEs) in accordance to the classical beam theory. This fundamental engineer problem is then transmitted from classic formulation to its artificial-intelligence presentation where the behavior of the beam is simulated by using neural networks (NNs). The supervised training strategy is employed in the developed NNs implemented in the heuristic optimization algorithms as the fitness function. Different evolutionary optimization tools such as genetic algorithm (GA) and particle swarm optimization (PSO) are used to solve this non-linear optimization problem. The step-by-step procedure of the proposed method is presented in the form of a practical flowchart. The results indicate that the proposed method of using AI toolsin solving beam ODEs can efficiently lead to accurate solutions with low computational costs, and should prove useful to solve more complex practical applications.

• 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.

• 한국산학기술학회논문지
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• 제9권1호
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• pp.23-28
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• 2008

마이크로칼럼에 사용되는 전자렌즈는 MEMS 공정으로 정밀하게 가공되어 기존의 전자칼럼에 비하여 광학수차를 최소화 할 수 있으며, 이는 전자칼럼의 성능 향상에 주요한 요소로 작용한다. 습식 식각과 건식 식각에 의해 형성되는 전자렌즈의 모양과 배열조합에 따른 전자 광학계 연구는 중요한 의미가 있다. 마이크로칼럼은 전자방출원, source 렌즈, deflector, focus 렌즈(Einzel 렌즈)로 구성되는데, 전자빔의 특성에 가장 큰 영향을 주는 source 렌즈의 구성 요소 중 extractor와 limiting aperture의 모양에 따른 전자빔 특성을 조사하여 마이크로칼럼 제작에 있어서 최적화된 전자렌즈 조합을 도출하였다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2006년도 추계학술대회 논문집 Vol.19
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• pp.280-281
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• 2006

We studied the nematic liquid crystal (NLC) aligning capabilities using the new alignment material of a Titanium dioxide ($TiO_2$) thin film by rf magnetron sputtering system for 15min under various rf power. A very low pretilt angle by ion beam exposure on the $TiO_2$ thin film was measured. A good LC alignment by the ion beam alignment method on the $TiO_2$ thin film surface was observed at annealing temperature of $200^{\circ}C$, and the alignment defect of the NLC was observed above annealing temperature of $250^{\circ}C$. Consequently, the low NLC pretilt angle and the good thermal stability of LC alignment by the ion beam alignment method on the $TiO_2$ thin film by sputter method as various rf power condition can be achieved.

• 제어로봇시스템학회논문지
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• 제17권2호
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• pp.79-87
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• 2011

This paper presents the optimal design of an overlapped ultrasonic sensor ring for high resolution obstacle detection of an autonomous mobile robot. It is assumed that a set of low directivity ultrasonic sensors of the same type are arranged along a circle of nonzero radius at a regular spacing with their beams overlapped. First, taking into account the dead angle region, the entire range of obstacle detection is determined with reference to the center of an overlapped ultrasonic sensor ring. Second, the optimal design index of an overlapped ultrasonic sensor ring is defined as the area closeness of three sensing subzones resulting from beam overlap. Third, the lower and upper bounds on the number of ultrasonic sensors are derived, which can guarantee minimal beam overlap and also avoid excessive beam overlap among adjacent ultrasonic sensors. Fourth, employing a commercial low directivity ultrasonic sensor, an optimal design example of an overlapped ultrasonic sensor ring is given along with the ultrasonic sensor ring prototype mounted on top of a mobile robot. Finally, some experimental results using our prototype ultrasonic sensor ring are given to demonstrate the validity and performance of an optimally overlapped ultrasonic sensor ring for high resolution obstacle detection.