현재 이루어지는 구조물의 안전진단과 성능에 대한 정밀검사는 기술자에 의해 수행되어 측정된 데이터가 경험적 판단에 의해 변화될 수 있는 수준에 머물러 있는 실정으로 본 연구에서는 프리캐스트 콘크리트 구조물을 실제 현장에서 이루어지는 설치방법과 동일하게 설치 후 기존 동적센서와 3축(3측(X, Y, Z축) 가속도 측정 센서 부착하여 손상정도에 따른 가속도 응답과 FFT분석 결과를 비교하여 P.C구조물의 안전진단에 대한 데이터의 불확실성에 대한 개선과 교체시기, 손상예측 등에 대한 기초자료로 활용하기 위함이다.

Currently, the cable safety management of cable supported bridges is calculated by the ratio of the measured tension to the design tension. The measurement of the tension is performed by indirectly estimating the acceleration measured at the cable surface in terms of the tension. The method of converting the cable vibration response (acceleration) into the tension is disadvantageous in that the damage of the individual strand (or wire) in the cable is not clearly reflected in the tension because the measurement is not reliable and is managed only by the total tension. The purpose of this study is to improve the cable safety management system by evaluating how the damage of individual strand of MS type cable, which is mainly applied to cable-stayed bridges, affects the safety level managed by level of cable tension.

본 연구에서는 국내에서 사용되고 있는 우레탄계, 세라믹계, 폴리실록산계 및 불소수지계 강교량용 도장계를 대상으로 실내 부식실험을 실시하여 도장계별 노화모델을 도출하였다. 상도를 구분하여 각 도장계별로 시험편을 제작하였으며, 직경 0.5, 1, 3, 5 mm의 원형 결함을 도입하였다. ISO 20340를 이용하여 극한환경을 모사한 부식촉진실험을 실시하였다. 도장계별 노화곡선은 원형결함의 노화면적을 기준으로 평가되었다. 노화곡선을 사용하여 공용중인 강교의 도장 사용수명을 평가하기 위하여 촉진배율을 산출하였으며, 촉진배율은 ISO 20340과 ISO 9223의 대기환경 부식속도를 기준으로 산출되었다. 실험결과, 노화진전속도는 원형결함의 크기와 상관없이 증가하였으며, 노화면적이 3%일 때 우레탄 도장계의 노화수명은 C2, C3, C4 및 C5 등급에서 약 31.8, 15.8, 9.9 및 3.9년으로 평가되었다.

This study suggested the estimation method of the ground response spectra at a structure location using earthquake acceleration data from seismological observatories. To suggest estimation method based on measured earthquake acceleration data, a algorithm for determining the observations near the structure site was suggested and a module for calculating a ground response spectrum was developed associated with a listed station determining algorithm.

As the frequency and period of earthquakes are increasing compared to the past, interest in the safety of rescue facilities including bridges a lot of. The correlation between the statistical index and the surrounding environment was analyzed by using the seismic acceleration measurement data of the bridge.

피부에 가해지는 스트레스는 헤어조절 및 사이클에 직⋅간접적으로 중요한 영향을 미친다고 알려져 있 다. 특히, 모근세포는 스트레스에 의한 부신피질관련호르몬과 세포손상 및 사멸과 밀접한 관련이 있다고 보고되 고 있지만, 현재까지 실험적으로 입증된 사실은 매우 제한되어 있다. 보고에 의하면, 부신피질자극호르몬방출인 자가 증가되면 모근세포의 마이토콘드리아 활성을 저해하여 초기단계의 세포사멸을 가져올 수 있다고 임상학적 으로 보고된바가 있다. 특히 아토피 피부염으로 인한 스트레스는 부신피질자극호르몬방출인자와 부신피질관련 호르몬의 양을 증가시키며, 이는 모발의 outer epithelial sheath에 영향을 준다고 알려져 있으며, 이러한 스트 레스의 변화는 마이토콘드리아 손상을 초래하여 초기단계세포손상을 준다고 한다. 따라서 본 연구는 아토피피부 염스트레스가 피부의 모근세포에 주는 영향에 대하여 연구를 하였는데, 이에 대한 연구는 현재까지 전무한 실정 이다. 우리는 NC/Nga 마우스에 2,4-dinitrochlorobenzene (DNCB)로 아토피피부염을 유발 후, 피부 스트레스 생성에 의한 초기단계 세포손상을 스트레스관련 인자, 부신피질자극호르몬방출인자 및 그 관련 인자, annexin V 및 마이토콘드리아 반응을 이용하여 연구하였다. 그 결과, 아토피피부염에 의한 스트레스는 체내의 부신피질 자극호르몬방출인자 및 관련인자의 활성을 증가시킬 뿐 아니라, 모근세포에 영향을 주어 초기단계세포사멸을 초래하는 것으로 나타났다. 이는 아토피피부염관련 헤어손상을 일으킨다는 중요한 연구결과를 보고하는 바이며, 부신피질자극호르몬 조절관련 의약품 및 화장품 등과 같은 보조적 요법이 필요함을 제안한다.

In this paper, we proposed a method to determine the acceleration/deceleration time of the motion for reducing the residual vibration caused by the resonance of the robot in the high-speed motion. The relationship between the acceleration/deceleration time and the residual vibration was discussed for the trapezoidal velocity profile by analyzing the time when the jerk happens. The natural frequency of the robot can be estimated in advance through the dynamics simulation. The simulation and experiment for both cases where the moving distance of the robot is long enough and the distance is short, are implemented in the 1-DOF linear robot. Simulation and experimental results show that when the acceleration/deceleration time is a multiple of the vibration period, the settling time and the amplitude of the residual vibration become less than when the time is not a multiple.

In this paper, we propose a new collision detection algorithm for human-robot collaboration. We use an IMU sensor located at the tip of the manipulator and the kinematic behavior of the manipulator to detect the unexpected collision between the robotic manipulator and environment. Unlike other method, the developed algorithm uses only the kinematic relationship between the manipulator joint and the end effector. Therefore, the collision estimation signal is not affected by the error of the dynamics model. The proposed collision detection algorithm detects the collision by comparing the estimated acceleration of the end effector derived from the position, velocity and acceleration trajectories of the robot joints with the actual acceleration measured by the sensor. In simulation, we compare the performance of our method with the conventional Residual Observer (ROB). Our method is less sensitive to the load variation because of the independency on the dynamic modeling of the manipulator.

Earthquake safety assessment software of the cable-stayed bridge using the seismic acceleration measurement date was developed. Various safety assessment indices for evaluation structural safety and serviceability of bridges are discussed. A systematic approach is proposed to process the raw data for generating appropriate safety assessment indicators. The software for structural state evaluation includes (i) format conversion of raw data, (ii) noise filtering, (iii) generation of assessment index, (iv) state evaluation. Determination of the limit state included in the condition evaluation step is discussed and an example of the graphic user interface of the software is shown.

Recently, because of the increased needs for damped structure, a lot of buildings equipped with damping systems are designed. In this research, in order to reduce the base shear down to the desired, additional damping ratio of damping device for each period was determined with seismic response spectrum

Earthquake safety assessment software of the cable-stayed bridge using the seismic acceleration measurement date was developed. Various safety assessment indices for evaluation structural safety and serviceability of bridges are discussed. A systematic approach is proposed to process the raw data for generating appropriate safety assessment indicators. The software for structural state evaluation includes (i) format conversion of raw data, (ii) noise filtering, (iii) generation of assessment index, (iv) state evaluation. Determination of the limit state included in the condition evaluation step is discussed and an example of the graphic user interface of the software is shown.

Recently, because of the increased needs for damped structure, a lot of buildings equipped with damping systems are designed. In this research, in order to reduce the base shear down to the desired, additional damping ratio of damping device for each period was determined with seismic response spectrum.

An accelerometer that has optical fibers to measure the inclination and acceleration of the architectural structures was examined. This was to ensure precise measurement through the unification of the deformation rate sensor and the angular displacement sensor.

Using a servo acceleration sensor applied to the inertial navigation system for various weapons system, We developed a sensor which can measure the safety of structure and earthquake. To verify the performance of the sensor, we analyzed the building structure frequency domain, low frequency domain, El-centro sesmic wave for response characteristic. We also tested the sensor whether it can measure angular displacement or not.

Structural performance of cable-bridge has been evaluated based on the field load test and the measurement monitoring system of existing Nielsen arch bridge. The measured acceleration data was converted to the displacement of girder and the tension of cable in the process of numerical integration and maximum frequency detection algorithm..

Recently, an indirect displacement estimation method using data fusion of acceleration and strain (i.e., acceleration-strain-based method) has been developed. This paper proposes an improved displacement estimation method that can be applied to more general types of bridges by building the mapping using the finite element model of the structure. An experimental validation of the proposed method was carried out on a prestressed concrete girder bridge, and the method provides the best estimate for dynamic displacements.

This study proposes a FE model updating strategy based on data fusion of acceleration and angular velocity. The use of acceleration and angular velocity gives richer information than the sole use of acceleration, allowing the enhanced performance particularly in determining the boundary conditions. A numerical simulation is presented to demonstrate the proposed FE model updating approach using the data fusion.

The finite element (FE) model updating is a commonly used approach in civil engineering, enabling damage detection, design verification, and load capacity identification. In the FE model updating, acceleration responses are generally employed to determine modal properties of a structure, which are subsequently used to update the initial FE model. While the acceleration-based model updating has been successful in finding better approximations of the physical systems including material and sectional properties, the boundary conditions have been considered yet to be difficult to accurately estimate as the acceleration responses only correspond to translational degree-of-freedoms (DOF). Recent advancement in the sensor technology has enabled low-cost, high-precision gyroscopes that can be adopted in the FE model updating to provide angular information of a structure. This study proposes a FE model updating strategy based on data fusion of acceleration and angular velocity. The usage of both acceleration and angular velocity gives richer information than the sole use of acceleration, allowing the enhanced performance particularly in determining the boundary conditions. A numerical simulation on a simply supported beam is presented to demonstrate the proposed FE model updating approach.

양성자핵반응에 대한 연구는 현재 핵융합로의 재료 개발을 비롯하여 양성자치료 분야 등을 중심으로 활발하게 이루어지고 있다. 본 연구는 100 MeV 양성자 빔을 이용한 27Al(p,3p+n)24Na 반응을 통하여 발생되는 지발 감마선(2754, 1386 keV) 스펙트럼을 고순도 HPGe 검출기를 이용하여 측정하였다. 실험에 사용되어진 양성자 빔은 양성자가속기연구센터(KOMAC)에 설치되어 있는 100 MeV 양성자선형가속기를 사용하였다. 측정된 감마선은 기존에 알려진 결과들과 비교분석하였다. 측정된 감마선의 강도는 고에너지 감마선 검출효율을 결정하는데 매우 중요한 정도를 제공 할 것으로 생각되어 진다.