• Steel and Composite Structures
• /
• 제27권6호
• /
• pp.727-745
• /
• 2018

The design criteria and the corresponding performance levels characterize the response of extended stiffened end-plate beam-to-column joints. In order to guarantee a ductile behavior, hierarchy criteria should be adopted to enforce the plastic deformations in the ductile components of the joint. However, the effectiveness of thesecriteria can be impaired if the actual resistance of the end-plate material largely differs from the design value due to the potential activation of brittle failure modes of the bolt rows (e.g., occurrence of failure mode 3 in the place of mode 1 per bolt row). Also the number and the position of bolt rows directly affect the joint response. The presence of a bolt row in the center of the connection does not improve the strength of the joint under both gravity, wind and seismic loading, but it can modify the damage pattern of ductile connections, reducing the gap opening between the end-plate and the column face. On the other hand, the presence of a central bolt row can influence the capacity of the joint to resist the catenary actions developing under a column loss scenario, thus improving the joint robustness. Aiming at investigating the influence of these features on both the cyclic behavior and the response under column loss, a wide range of finite element analyses (FEAs) were performed and the main results are described and discussed in this paper.

• Smart Structures and Systems
• /
• 제11권4호
• /
• pp.411-433
• /
• 2013

Due to its easy operation and wide applicability, the ambient vibration method is commonly adopted to determine the cable force by first identifying the cable frequencies from the vibration signals. With given vibration length and flexural rigidity, an analytical or empirical formula is then used with these cable frequencies to calculate the cable force. It is, however, usually difficult to decide the two required parameters, especially the vibration length due to uncertain boundary constraints. To tackle this problem, a new concept of combining the modal frequencies and mode shape ratios is fully explored in this study for developing an accurate method merely based on ambient vibration measurements. A simply supported beam model with an axial tension is adopted and the effective vibration length of cable is then independently determined based on the mode shape ratios identified from the synchronized measurements. With the effective vibration length obtained and the identified modal frequencies, the cable force and flexural rigidity can then be solved using simple linear regression techniques. The feasibility and accuracy of the proposed method is extensively verified with demonstrative numerical examples and actual applications to different cable-stayed bridges. Furthermore, several important issues in engineering practice such as the number of sensors and selection of modes are also thoroughly investigated.

• 조명전기설비학회논문지
• /
• 제22권12호
• /
• pp.1-9
• /
• 2008

이 논문에서는 100[W]급 Discrete LED 투광기 조명 제품 개발에 관한 것으로, 3[W] RGBA LED를 이용하여 광색 및 색온도 제어가 가능하도록 광학/방열/회로/시스템 설계를 통한 시제품을 제작하였다. 그 결과, 색온도 $2,000{\sim}10,000[K]$ 범위에서 흑체궤적에 정확히 일치하면서 연색지수가 $71{\sim}91$까지 고연색성을 실현하였으며, 동작전압 $90{\sim}250[Vac]$, 효율 87[%], 역률 93이상의 양호한 전기적 특성을 나타냈다. 또한 투광기의 협각/중각/광자 배광을 만족하기 위하여 LED 렌즈를 설계하였으며, 신뢰성 확보 및 주위온도에 따른 광출력 변화를 최소화할 수 있는 방열설계를 실시하였다.

• 한국통신학회논문지
• /
• 제41권1호
• /
• pp.51-57
• /
• 2016

본 논문에서는 밀리미터파 5G 이동통신 시스템의 일환으로 한국전자통신연구원이 개발중인 Giga KOREA 5G의 물리계층 모뎀의 구조에 대하여 설명한다. Giga KOREA 5G 기술은 셀 당 최대 100 Gbps급 용량을 가진 기지국으로 개인별 1Gbps급 모바일 서비스를 제공하기 위해 밀리미터파 (10~40 GHz) 기반의 광대역 이동통신의 원천기술 및 시제품을 개발하는 것을 목표로 하고 있으며, 이러한 요구조건을 충족하기 위해 물리계층은 고속 대용량 기지국 및 단말 플랫폼과 이에 탑재되는 OFDM TDD 방식의 고성능 모뎀으로 구현되었다. Giga KOREA 5G 모뎀의 주요 기능으로는 주파수 집성 및 단말의 수신 빔 탐색, 대용량 데이터 송수신을 위한 고속의 채널 부호화 및 복호화, 고속 변복조 기능 등이 있다.

• 한국통신학회논문지
• /
• 제28권10C호
• /
• pp.984-994
• /
• 2003

본 논문은 안테나 어레이를 이용한 블라인드 방법을 관간으로 하는 최적의 웨이트 벡터 계산방법을 제시한다. 본 논문에서 사용되는 적응알고리즘은 수신신호의SINR(Signal to Interference plus Noise Ratio)을 최대화하는 웨이트 벡터를 구하는 일반화된 온-오프 알고리즘(Generalized On-Off algorithm)이다. 제안된 알고리즘은 선형화된 일차의 계산량, O(6N+8), 으로 작동되어 범용 DSP를 이용하여 웨이트 벡터 계산을 실시간으로 처리 할 수 있음을 확인하였다. 또한 다양한 성능분석을 통해 본 논문에서 제안한 알고리즘은 각분산(angular spread)이 많을 때와 처리이득(processing gain)이 낮은 열악한 신호 환경하에서는 일반화되지 않은 기존의 알고리즘의 경우보다 약 3배까지 용량증대 효과를 제공한다는 것을 확인하였다. 제안 알고리즘을 IS2000 1X 이동통신시스템과 위성추적시스템에 응용한 결과, 통신용량측면과 통신품질측면 모두에서 우수한 성능을 확인하였다.

• 한국강구조학회 논문집
• /
• 제26권1호
• /
• pp.1-10
• /
• 2014

본 연구에서는 원전 구조물 내 철근 콘크리트 구조와 강판 콘크리트 구조가 이질접합된 경우를 모사하기 위하여, 상하부 표면강판 간에 타이바를, 상하부 리브재 간에 타이형강을 구성한 보형 실험체를 제작하여 실험체의 면외 휨 거동특성을 확인하고자 하였다. 실험결과, 실험체의 연성거동을 검증하였으며, 타이바와 타이형강이 콘크리트 및 강판의 분리를 방지함으로써 접합부의 취성파괴를 막아주고 있음을 확인하였다. 또한, #14 주철근으로 구성한 강판 콘크리트 구조 접합부에 대하여 두 가지 형태의 기계적 정착이음 방식에 따른 인장실험을 수행함으로써 본 방식의 설계 적정성을 평가하였다. 실험결과, 두 실험체 모두 주철근이 항복에 도달할 때까지 철근의 정착 및 연결 기능을 탄성한도 내에서 건전히 수행하고 있음을 확인하였다.

• Journal of Welding and Joining
• /
• 제27권6호
• /
• pp.68-73
• /
• 2009

Recently, as titanium and titanium alloys are being increasingly used in wide areas, there are on-going researches to obtain high quality weld zone. In particular, growing interest is being drawn to laser welding, which involves low heat input and large aspect ratio in various welding processes and can facilitate shield in atmospheric condition compared with electron beam welding. The first report covered the analysis of embrittlement by the bead color of weld zone through quantitative analysis of oxygen and nitrogen and measurement of hardness as basic experiment to apply laser welding to titanium. Results indicated that the element that affect embrittlement the most was nitrogen, and as embrittlement and oxygenation go on, bead color changed to silver, gold, brown, blue and gray. This study performed butt welding of pure titanium and STS304 by using 1kW CW Nd:YAG laser, and to find out basic physical properties, evaluated welding performance by laser output, welding speed, root gap and misalignment etc, and examined mechanical properties through tensile stress and Erichsen test. The reason particles of pure titanium welded metal and HAZ are greater than STS304 is because they are pure metal and do not include many impure elements that work as nuclei in case of resolidification, thus becoming coarse columnar crystals eventually. In addition, the reason STS304 requires more energy during welding than pure titanium is because the particle size of base metal is smaller.

• 한국해양공학회지
• /
• 제33권1호
• /
• pp.33-41
• /
• 2019

Estimating fatigue damage is a very important issue in the design of ships. The springing and whipping response, which is the hydro-elastic response of the ship, can increase the fatigue damage of the ship. So, these phenomena should be considered in the design stage. However, the current studies on the the application of springing and whipping responses at the design stage are not sufficient. So, in this study, a prediction method was developed using fluid-structural interaction analysis to assess of the fatigue damage induced by springing and whipping. The stress transfer function (Stress RAO) was obtained by using the 3D FE model in the frequency domain, and the fatigue damage, including linear springing, was estimated by using the wide band damage model. We also used the 1D beam model to develop a method to estimate the fatigue damage, including nonlinear springing and whipping by the vertical bending moment in the short-term sea state. This method can be applied to structural members where fatigue strength is weak to vertical bending moments, such as longitudinal stiffeners. The methodology we developed was applied to 325K VLOC, and we analyzed the effect of the springing and whipping phenomena on the existing design.

• Structural Engineering and Mechanics
• /
• 제70권6호
• /
• pp.703-710
• /
• 2019

While fiber-reinforced plastic (FRP) materials have been largely used in the retrofitting of concrete buildings, its application has been limited because of some problems such as de-bonding of FRP layers from the concrete surface. This paper is the part of a wide experimental and analytical investigation about flexural retrofitting of reinforced concrete (RC) columns using FRP and mechanical fasteners (MF). A new generation of MF is proposed, which is applicable for retrofitting of RC columns. Furthermore, generally, to evaluate a retrofitted structure the nonlinear static and dynamic analyses are the most accurate methods to estimate the performance of a structure. In the nonlinear analysis of a structure, accurate modeling of structural elements is necessary for estimation the reasonable results. So for nonlinear analysis of a structure, modeling parameters for beams, columns, and beam-column joints are essential. According to the concentrated hinge method, which is one of the most popular nonlinear modeling methods, structural members shall be modeled using concentrated or distributed plastic hinge models using modeling parameters. The nonlinear models of members should be capable of representing the inelastic response of the component. On the other hand, in performance based design to make a decision about a structure or design a new one, numerical acceptance should be determined. Modeling parameters and numerical acceptance criteria are different for buildings of different types and for different performance levels. In this paper, a new method was proposed for FRP retrofitted columns to avoid FRP debonding. For this purpose, mechanical fasteners were used to achieve the composite behavior of FRP and concrete columns. The experimental results showed that the use of the new method proposed in this paper increased the flexural strength and lateral load capacity of the columns significantly, and a good composition of FRP and RC column was achieved. Moreover, the modeling parameters and acceptance criteria were presented, which were derived from the experimental study in order to use in nonlinear analysis and performance-based design approach.

• 대한토목학회논문집
• /
• 제42권1호
• /
• pp.1-9
• /
• 2022

반일체식교대교량은 일체식 교대교량의 한 형식이다. 이 교량은 상부구조에서 신축조인트를 제거한 것으로 완전일체식 교대교량이 적용하지 못한 상황에 사용할 수 있으며, 유지관리 성능이 우수하고, 하부구조를 경제적으로 시공할 수 있다. 이 연구는 교대벽체의 일부를 PSC 거더의 단부 벽체형 블록 형태로 제작한 반일체식교대교량에 대한 것으로, 온도신축에 따라 종방향 이동에 저항 역할을 하는 프리캐스트 블록을 활용한 PSC 거더이다. 프리캐스트 블록 PSC 거더는 거더 단부에 프리캐스트 블록을 일체 타설하여 제작하며, 교대벽체 위에 단순거치한 후 무수축 콘크리트와 합성하는 방식으로 시공한다. 따라서 본 연구는 재하실험을 통해 구조계산한 결과에 비교하고자 하며, 나아가 실제 시공된 반일체식교대교량의 토압 및 상부구조 변위 계측하여 이를 분석을 통한 구조성능 평가하였다.