• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1408-1415
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• 2007

To operate Platform Screen Door (PSD) automatically, the operational data of PSD and the train must be interfaced properly. PSD and train are operated together by the signaling system in Automatic Train Operation (ATO) signaling system zone where interfaces are provided between PSD and train. However, the additional PSD interface system with train is required in train operating zone without the interface between PSD and train. For the PSD interface, the wireless communication system or the train status (train correct stop status / train door status) detection system has been used. Seoul Metro line No.2. has the PSD wireless communication system using 447MHz band RF. For the safety of PSD operation, it is required to prevent RF interference in the subway environment where many frequencies exist. In this paper, the PSD wireless communication system is developed using 2.4GHz band RF to prevent the interference of the wireless communication and increase the traffic of the PSD interface. Furthermore, the improved system can store, manage and display the PSD and train operational data using Human Machine Interface (HMI) in the train's driver cab.

• 한국정보통신학회논문지
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• 제16권3호
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• pp.565-570
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• 2012

본 논문은 LTE-Advanced 시스템을 위한 멀티채널을 선택할 수 있는 저역통과 필터를 제안한다. 제안하는 저역통과 필터는 5 MHz, 10 MHz, 그리고 40 MHz의 3가지 모드의 차단주파수를 제공하며 Active-RC 5차 Chebyshev 구조로 설계되었다. 저전력을 확보하면서 40 MHz의 높은 차단 주파수를 확보하기 위해서 부성 저항을 가지는 PMOS Cross-Connection Load를 사용한 연산증폭기를 필터에 적용하였다. 더불어 공정, 전압, 그리고 온도에 의한 각각의 차단주파수 변화에 대응할 수 있도록 각각 3-bit 제어 가능한 튜닝회로를 추가하였다. 제안하는 필터는 0.13-${\mu}m$ CMOS 공정을 사용하여 설계하였으며 1.2 V 전압에서 총 20.9 mW 전력을 소모한다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제6권4호
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• pp.983-999
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• 2014

The structural design of the ships includes two main issues which should be checked carefully, namely the extreme structural response (yielding & buckling) and the fatigue structural response. Even if the corresponding failure modes are fundamentally different, the overall methodologies for their evaluation have many common points. Both issues require application of two main steps: deterministic calculations of hydro-structure interactions for given operating conditions on one side and the statistical post-processing in order to take into account the lifetime operational profile, on the other side. In the case of ultra large ships such as the container ships and in addition to the classical quasi-static type of structural responses the hydroelastic structural response becomes important. This is due to several reasons among which the following are the most important: the increase of the flexibility due to their large dimensions (Lpp close to 400 m) which leads to the lower structural natural frequencies, very large operational speed (> 20 knots) and large bow flare (increased slamming loads). The correct modeling of the hydroelastic ship structural response, and its inclusion into the overall design procedure, is significantly more complex than the evaluation of the quasi static structural response. The present paper gives an overview of the different tools and methods which are used in nowadays practice.

• Smart Structures and Systems
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• 제17권6호
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• pp.1017-1030
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• 2016

This study focuses on the system identification of reinforced concrete bridges using vector autoregressive model (VAR). First, the time series output response from a bridge establishes the autoregressive (AR) models. AR models are one of the most accurate methods for stationary time series. Burg's algorithm estimates the autoregressive coefficients (ARCs) at p-lag by reducing the sum of the forward and the backward errors. The computed ARCs are assembled in the state system matrix and the eigen-system realization algorithm (ERA) computes: the eigenvector matrix that contains the vectors of the mode shapes, and the eigenvalue matrix that contains the associated natural frequencies. By taking advantage of the characteristic of the AR model with ERA (ARMERA), civil engineering can address problems related to damage detection. Operational modal analysis using ARMERA is applied to three experiments. One experiment is coupled with an artificial neural network algorithm and it can detect damage locations and extension. The neural network uses a specific number of ARCs as input and multiple submatrix scaling factors of the structural stiffness matrix as output to represent the damage.

• 항공우주기술
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• 제1권1호
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• pp.1-7
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• 2002

본 논문은 HDS를 통해 헬리콥터 로우터 블레이드 동적 특성을 분석하는 기법 및 하중 분석 기법을 포함하고 있다. 헬리콥터의 진동 특성을 결정짓는 블레이드의 동적 특성을 분 석하기 위해 로우터 회전속도에 따른 고유 진동수 및 고유 모드를 구하였다. 헬리콥터 로 우터의 운용 회전속도(Ω)의 정수배(NΩ)와 회전하는 로우터 블레이드의 고유 진동수와 근 접성을 검토함으로써 헬리콥터에 전달되는 진동을 예측할 수 있게 된다. 또한 블레이드에 서 생기는 공력 하중을 정확히 예측함으로써 동체에 전달되는 진동하중을 구할 수 있게 된다. 로우터 블레이드 동역학적 설계시 필수적인 2가지 기법의 기본적인 내용을 기술함으 로써 헬리콥터 설계 과정을 수립하고자 하였다.

• 한국추진공학회지
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• 제24권6호
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• pp.93-100
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• 2020

액체로켓엔진의 터보펌프는 추진제 상태 변화로 인한 캐비테이션 발생을 최소화하기 위해 인듀서를 사용한다. 그러나 인듀서에서 발생하는 캐비테이션 불안정성은 엔진 개발의 큰 문제점으로 알려져 있다. 본 논문에서는 한국형발사체 1단용 엔진이 낮은 입구압력 조건에서 작동될 때 캐비테이션 불안성에 의한 엔진 작동 특성을 검토하고 엔진의 신뢰도를 확인하고자 하였다. 산화제펌프의 캐비테이션 불안정성을 대표하는 특성주파수가 산화제펌프와 연료펌프를 비롯한 엔진 여러 곳에 부착된 동압센서, 가속도계, 스트레인 게이지 등의 신호에서 뚜렷하게 관찰되었다.

• 한국구조물진단유지관리공학회 논문집
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• 제26권4호
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• pp.20-29
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• 2022

상시진동을 이용하여 구조계의 동특성을 추출하는 운용모드해석 기법은 케이블교량 구조건전성모니터링의 한 분야로써 다양한 연구와 실험적 검증이 수행되어왔다. 본 연구에서는 두 번에 걸친 상시진동실험과 함께 3년간의 장기 계측을 통해 수집된 가속도 데이터를 이용하여 공용 중인 사장교의 장단기 동특성을 평가하였다. 교량 준공 이후 6년과 19년이 경과한 시기에 실시한 고해상도 상시진동실험으로부터 0.1 ~ 2.5 Hz 대역에서 27개 수직모드(휨, 비틈)와 1개 수평모드를 추출하였다. 운용모드해석에 기반한 동특성 추출은 PP기법, ERADC기법, FDD기법, TDD기법을 적용하였으며, 적용한 기법들 간에 유의미한 차이가 없는 것을 확인하였다. 장기 계측 고유진동수와 환경 요인(온도, 바람)에 대한 상관성 분석으로부터 온도 변화가 고유진동수 변동에 지배적인 영향인자임을 확인하였다. 대상교량의 고유진동수 감소 경향은 구조성능과 일체성이 변한 것이 아니라 두 번의 상시진동실험 간 온도 차이에 의한 환경영향이 컸음을 밝혔다. 또한 TDD기법 적용 시, 지연이 0에서 자기상관이 1이 되도록 시퀀스를 정규화하는 알고리즘을 추가하여 모드형상 추출의 정확도를 개선하였다.

• Structural Engineering and Mechanics
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• 제28권1호
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• pp.53-67
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• 2008

Anisotropic materials are increasingly required in modern technological applications. Certainly, civil, mechanical and naval engineers frequently deal with the situation of analyzing the dynamical behaviour of structural elements being composed of such materials. For example, panels of anisotropic materials must sometimes support electromechanical engines, and besides, holes are performed in them for operational reasons e.g., conduits, ducts or electrical connections. This study is concerned with the natural frequencies and normal modes of vibration of rectangular anisotropic plates supported by different combinations of the classical boundary conditions: clamped, simply - supported and free, and with additional complexities such holes of free boundaries and attached concentrated masses. A variational approach (the well known Ritz method) is used, where the displacement amplitude is approximated by a set of beam functions in each coordinate direction corresponding to the sides of the rectangular plate. Consequently each coordinate function satisfies the essential boundary conditions at the outer edge of the plate. The influence of the position and magnitude of both hole and mass, on the natural frequencies and modal shapes of vibration are studied for a generic anisotropic material. The classical Ritz method with beam functions as spatial approximation proved to be a suitable procedure to solve a problem of such analytical complexity.

• 한국소음진동공학회논문집
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• 제14권11호
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• pp.1129-1136
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• 2004

The structural modification to install a heavy sensor was made at the front extremities of the foreign-produced helicopter operated in the Korea Navy Mounting the sensor directly to the nose structure is unlikely to be practical because it lowers a dynamic mode of the airframe close to rotor blade passing frequencies, leading to increased helicopter vibration. Unfortunately we have no information on dynamic characteristics of the imported helicopter. So the experimental modal model derived from shake testing on the overall airframe of a working helicopter was used to solve the sensor Installation problems. The sensitivity analysis was done to evaluate what the best of modification woo)d be. Simple ID model and experimental modal data for mount system with sensor were Incorporated into overall dynamic model to assess the effects of the sensor installation on helicopter. Modal testing for the modified helicopter shows that the airframe modes are sufficiently displaced from rotor passing frequencies. The mount system has been proven fight to be sufficiently stable to meet vibration-level requirement for all required operational profiles.

• Smart Structures and Systems
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• 제26권1호
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• pp.1-10
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• 2020

Turkey is a transcontinental country located partly in Asia and partly in Europe, and hosted by diverse civilizations including Hittite, Urartu, Lydia, Phrygia, Pontius, Byzantine, Seljuk's and Ottomans. At various times, these built many historic monuments representing the most significant characteristics of their civilizations. Today, these monuments contribute enormously to the esthetic beauty of environment and important to many cities of Turkey in attracting tourism. The survival of these monuments depends on the investigation of structural behavior and implementation of needed repairing and/or strengthening applications. Hence, many countries have made deeper investigations and regulations to assess their monuments' structural behavior. This paper presents the dynamic behavior investigation of a monumental masonry mosque, the "İskenderpaşa Mosque" in Trabzon (Turkey), by performing an experimental examination with non-destructive testing. The dynamic behavior investigation was carried out by determining the dynamic characteristic called as natural frequencies, mode shapes and damping ratios. The experimental dynamic characteristics were extracted by Operational Modal Analysis (OMA). In addition, Finite Element (FE) model of masonry mosque was constructed in ANSYS software and the numerical dynamic characteristics such as natural frequencies and mode shapes were also obtained and compared to experimental ones. The paper aims at presenting the non-destructive testing procedure of a masonry mosque as well as the comparison of experimental and numerical dynamic characteristics obtained from the mosque.