• Journal of the Optical Society of Korea
• /
• 제20권6호
• /
• pp.669-677
• /
• 2016

A miniaturized FTIR spectrometer based on lamellar grating interferometry is being developed for passive remote-sensing. Consisting of a pair of micro-mirror arrays, the lamellar grating can be fabricated using MEMS technology. This paper describes a method to compute the optical field in the interferometer to optimize the design parameters of the lamellar grating FTIR spectrometer. The lower limit of the micro-mirror width in the grating is related to the formation of a Talbot image in the near field and is estimated to be about $100{\mu}m$ for the spectrometer to be used for the wavelength range of $7-14{\mu}m$. In calculating the far field at the detection window, the conventional Fraunhofer equation is inadequate for detection distance of our application, misleading the upper limit of the micro-mirror width to avoid interference from higher order diffractions. Instead, the far field is described by the unperturbed plane-wave combined with the boundary diffraction wave. As a result, the interference from the higher order diffractions turns out to be negligible as the micro-mirror width increases. Therefore, the upper limit of the micro-mirror width does not need to be set. Under this scheme, the interferometer patterns and their FT spectra are successfully generated.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2005년도 추계학술대회논문집
• /
• pp.963-966
• /
• 2005

Model updating method is known to the area to correct finite element models by the results of the experimental modal analysis. Most common methods in model updating depend on a parametric model of the structure. In this case, the number of parameters is normally smaller than that of modal data obtained from an experiment. In order to overcome this limitation, many researchers are trying to get modal data as many as possible to date. 1 want to name this method multiple modified-system generation method. These Methods consist of direct system modification method and feedback controller method. The direct system modification Is to add a mass or stiffness on the original structure or perturb the boundary conditions. The feedback controller method is to make the closed food system with sensor and actuator so as to get the closed loop modal data. In this paper, we need to focus on the feedback controller method because of its simplicity. Several methods related the feedback controller methods are virtual passive controller (VPC) sensitivity enhancement controller (SEC) and mode decoupling controller (MDC). Among them, we will apply MDC to the model updating problem. MDC has various advantages compared with other controllers, such as VPC and SEC. To begin with, only the target mode can be changed without changing modal property of non-target modes. In addition, it is possible to fix any modes if the number of sensors is equal to that of the system modes. Finally, the required control power to achieve desired change of target mode is always lower than those of other methods such as VPC. However, MDC can make the closed loop system unstable when using incomplete modal data. So we need to take action to avoid undesirable instability from incomplete modal data. In this paper, we address the method to design the unique and robust MDD obtained from incomplete modal data. The associated simulation will be Incorporated to demonstrate the usefulness of this method.

• 한국지반공학회논문집
• /
• 제22권8호
• /
• pp.13-24
• /
• 2006

연약지반상에서 교대 뒷채움으로 인하여 측방이동이 발생된 교대에 대하여 현장조사를 수행하였다. 교대측방이동의 원인을 분석한 결과, 설계시 교대기초말뚝을 수동말뚝으로 고려하지 않고, 연약지반에 대한 개량이 충분히 이루어지지 않은 것으로 조사되었다. 교대측방이동에 대한 대책공법으로 파일슬래브 공법이 제안되었다. 이 공법은 교대배면의 성토하중을 말뚝을 통하여 지지층으로 전달함으로써 연약지반의 측방유동을 효과적으로 방지할 수 있다. 연약지반상 파일슬래브공법으로 보강된 교대의 거동을 조사하기 위하여 현장계측을 수행하였다. 현장계측결과 파일슬래브공법은 교대뒷채움으로 인한 측방이동에 대하여 효과적으로 저항하는 것으로 나타났으며, 뒷채움으로 인한 성토하중은 말뚝을 통하여 지지층으로 전달됨을 알 수 있다. 이를 통하여 파일슬래브공법의 교대측방이동에 대한 억지효과를 확인할 수 있으며, 적용된 설계법의 합리성을 검증할 수 있다.

• 대한치과보철학회지
• /
• 제57권3호
• /
• pp.288-295
• /
• 2019

임플란트 지지 보철물의 'passive fit'은 보철물의 장기적인 성공과 합병증의 최소화에 핵심적인 요소이다. 그리고 이 요소는 보철물의 제작과정에 의해 대부분 결정된다. 전통적인 주조 방식은 금속의 수축 변형이 발생하여 광범위한 임플란트 보철물에 적용하는데 제한이 있었다. 그러나 Computer-aided design/Computer-aided manufacture (CAD/CAM) 밀링 방식과 3D 프린팅 방식을 사용하면 이러한 한계점을 극복할 수 있다. 본 증례는 광범위한 임플란트 보철물을 사용한 완전 구강 회복 증례이다. 가철성 임시 보철물을 제작하여 심미와 기증을 평가하고 임플란트 식립을 위한 가이드로 사용하였다. 임플란트 식립 후, 임플란트 고정성 임시 보철물이 장착되었다. 추가적인 평가와 조정 후, 최종 보철물이 CAD를 사용하여 설계되었고, CAM을 사용하여 제작되었다. 전치부 임플란트의 나사 유지형 상부구조물은 밀링되어 제작되었고, 전치부 및 구치부 금속도재관의 금속구조물은 3D 프린팅되어 제작되었다. 보철물은 양호한 적합도를 보였고 술자와 환자 모두 증례의 최종 결과에 심미적, 기능적으로 만족하였다.

• 한국디지털건축인테리어학회논문집
• /
• 제13권2호
• /
• pp.17-25
• /
• 2013

It is important to eliminate thermal bridge for achieving passive and environmental-friendly buildings. Structural members may frequently act as thermal bridges that become a conduit of energy. it is emphasized that thermal bridge breaker (TBB) system is necessary for blocking thermal bridge of the structural members. This TBB system has to maintain a performance to tensile and compressive stress which arises in member section in order to being realized structurally. Thus, it is composed with anchorage devices which obtain continuity with structural members inside building and rebar of cantilever balcony, and compression joint which resist compression stress occurring to TBB. Applying method of TBB's compression joint is designed to have high strength with comparatively small element section which can cover external load. This study carried out finite elements method based on compression experiment. Throughout the FEM analysis, this study provides information on finding optimal shape for compression joint of TBB which can suitably apply to current building balcony of Korea.

• ETRI Journal
• /
• 제31권4호
• /
• pp.376-386
• /
• 2009

An active radio frequency identification (RFID) system has the advantages of a long identification distance and a good identification rate, overcoming passive RFID drawbacks. Therefore, interest in the development of active RFID systems has been gradually increasing in areas of harbor logistics and national defense. However, some identification failures between active RFID systems developed under the same standards have been reported, presumably due to a lack of development of accurate evaluation methods and test equipment. We present a realization of the hardware and software of an emulator to evaluate the standard conformance of an active RFID system in a fully anechoic chamber. The performance levels of the designed emulator are analyzed using Matlab/Simulink simulations, and the applicability of the emulator is verified by evaluating the standard conformance of a real active RFID tag. Finally, we propose a new evaluation method by incorporating a self-running test mode environment into the RFID tags to reduce testing time and increase testing accuracy. The application of the suggested method to actual tags improves measurement uncertainty by 0.56 dB over that obtained using existing methods.

• 한국전자파학회논문지
• /
• 제25권1호
• /
• pp.130-136
• /
• 2014

본 논문에서는 최근 실리콘 기반의 소자를 이용하여 microwave 대역에서 millimeter wave 대역까지 동작하는 위상 배열 시스템 개발에 관한 연구를 리뷰하고자 한다. 우선 위상 배열 시스템의 중요한 부품인 위상 변위기를 CMOS 공정을 이용한 설계 방법에 대해 논의한다. 그리고 수동형 위상 변위기를 송수신 모듈에 적용하여 한 채널에서 16 채널까지 확장하여 실리콘 칩에 구현을 하였다. 35 GHz 대역에서 동작하는 4 채널 송수신 칩은 200 mW 이하의 저전력 성능을 보여주었다. 또한, 44 GHz 대역에서 16 channel로 확장하여 송신 출력과 선형성을 향상시킬 수 있었다. 능동형 위상 변위기는 Ku band 대역에서 동작하는 2-antenna 4-beam 수신기에 적용하였다. 한 칩에서 4개의 서로 다른 방향의 신호가 존재함으로 신호 간의 커플링을 최소화 하는 방법을 소개하고, 이를 측정을 통해 검증하였다.

• 소음진동
• /
• 제5권2호
• /
• pp.225-234
• /
• 1995

In this study, first, transformation process of damping ratios, whose are evaluated in active control analysis, into damping matrix resulting from installed viscous dampers is illustrated. Then, a method is followed to maximize the effect of response reduction, which leads to optimum locations and size of viscous dampers using sensitivity analysis. Highly coupled nonlinearity between damping ratios and dampers makes it hard to find the optimal size of dampers. Therefore, the nonlinearity is transformed to linear problem with small increments of damping ratios and the size of dampers can be found. However, there are many cases for the size of dampers satisfying the small increment of damping ratios, so it is necessary to select minimum size using optimization technique. To determine optimum locations of dampers, dampers are assumed to be installed between the different stories and their locations are selected corresponding corresponding to the degree of damping size. Numerical examples for the frame structure and the shear wall structure show that optimum locations and size of dampers are different form each other depending on the characteristics of modal responses of the structures. The proposed method in this study can be applied to get optimum locations of active controller in the active control.

• 설비공학논문집
• /
• 제23권2호
• /
• pp.153-163
• /
• 2011

Energy efficiency and indoor air quality have become main issue to develop healthy and sustainable building in these days. As an effort to reduce the energy consumption in multi-residential building, many attempts as like passive design strategies and renewable energy as well as active control method are tried. However, underground parking lot in multi-residential building seldom adopt the sustainable strategies and only mechanical system is installed as usual. Moreover, the mechanical system installed in underground parking lot is rarely operated due to the electric demand for operation after completion. In this study, as an energy efficient measure, natural ventilation system using stack effect as a driving force for underground parking lot will be proposed and the performance of the suggested system will be analyzed by simulation method.

• Structural Engineering and Mechanics
• /
• 제81권4호
• /
• pp.429-441
• /
• 2022

A probabilistic assessment of the seismic-excited buildings with a multiple-tuned-mass-damper (MTMD) system is carried out in the presence of uncertainties of the structural model, MTMD system, and the stochastic model of the seismic excitations. A free search optimization procedure of the individual mass, stiffness and, damping parameters of the MTMD system based on the snap-drift cuckoo search (SDCS) optimization algorithm is proposed for the optimal design of the MTMD system. Considering a 10-story structure in three cases equipped with single tuned mass damper (STMS), 5-TMD and 10-TMD, sensitivity analyses are carried out using Sobol' indices based on the Monte Carlo simulation (MCS) method. Considering different seismic performance levels, the reliability analyses are done using MCS and kriging-based MCS methods. The results show the maximum structural responses are more affected by changes in the PGA and the stiffness coefficients of the structural floors and TMDs. The results indicate the kriging-based MCS method can estimate the accurate amount of failure probability by spending less time than the MCS. The results also show the MTMD gives a significant reduction in the structural failure probability. The effect of the MTMD on the reduction of the failure probability is remarkable in the performance levels of life safety and collapse prevention. The maximum drift of floors may be reduced for the nominal structural system by increasing the TMDs, however, the complexity of the MTMD model and increasing its corresponding uncertainty sources can be caused a slight increase in the failure probability of the structure.