• Structural Engineering and Mechanics
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• 제77권2호
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• pp.151-165
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• 2021

This paper aims to present a novelty damage detection method to identify damage locations by the simultaneous use of both the energy and displacement damage indices. Using this novelty method, the damaged location and even the damaged floor are accurately detected. As a first method, a combination of the instantaneous frequency energy index (EDI) and the structural acceleration responses are used. To evaluate the first method and also present a rapid assessment method, the Displacement Damage Index (DDI), which consists of the error reliability (β) and Normal Probability Density Function (NPDF) indices, are introduced. The innovation of this method is the simultaneous use of displacement-acceleration responses during one process, which is more effective in the rapid evaluation of damage patterns with velocity vectors. In order to evaluate the effectiveness of the proposed method, various damage scenarios of the ASCE benchmark problem, and the effects of measurement noise were studied numerically. Extensive analyses show that the rapid proposed method is capable of accurately detecting the location of sparse damages through the building. Finally, the proposed method was validated by experimental studies of a six-story steel building structure with single and multiple damage cases.

• Structural Engineering and Mechanics
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• 제8권5호
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• pp.513-529
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• 1999

A concept of hierarchical modeling, the newest modeling technology, has been introduced in early 1990's. This new technology has a great potential to advance the capabilities of current computational mechanics. A first step to implement this concept is to construct hierarchical models, a family of mathematical models sequentially connected by a key parameter of the problem under consideration and have different levels in modeling accuracy, and to investigate characteristics in their numerical simulation aspects. Among representative model problems to explore this concept are elastic structures such as beam-, arch-, plate- and shell-like structures because the mechanical behavior through the thickness can be approximated with sequential accuracy by varying the order of thickness polynomials in the displacement or stress fields. But, in the numerical, analysis of hierarchical models, two kinds of errors prevail, the modeling error and the numerical approximation error. To ensure numerical simulation quality, an accurate estimation of these two errors is definitely essential. Here, a local a posteriori error estimator for elastic structures with thin domain such as plate- and shell-like structures is derived using the element residuals and the flux balancing technique. This method guarantees upper bounds for the global error, and also provides accurate local error indicators for two types of errors, in the energy norm. Compared to the classical error estimators using the flux averaging technique, this shows considerably reliable and accurate effectivity indices. To illustrate the theoretical results and to verify the validity of the proposed error estimator, representative numerical examples are provided.

• Radiation Oncology Journal
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• 제17권1호
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• pp.84-88
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• 1999

목적 : 정위방사선치료에서 디지털화재구성사진(Digitally Reconstructed Radiograph, DRR)과 조사문사진을 비교함으로써 환자의 치료위치를 직접 확인할 수 있는 방법을 개발킨 1명의 하고자 한다. 대상 및 방법 : 분할정위방사선치료를 위해 thermoplastic mask 틀에 고정시환자를 대상으로 4회 촬영한 전후 방향(AP) 및 측면 방향(lateral)에 대한 조사문사진과 DRR을 비교하였다. 치료위치 setup 후에, 혈관조영용 표적조준기와 같은 fiducial marker가 부착된 표적조준기를 정위수술용 틀에 부착한 후 치료용 원형 콜리메이터의 설치 전과 후에 겹조사 방식으로 촬영하여 전후방향 및 측면 방향의 조사문사진을 얻었다. 병변 및 중요 장기와 fiducial marker의 위치를 합성시킨 DRR 영상을 만들어 조사문사진과 동일한 확대율 및 크기로 투명 필름에 인쇄하여 비교하였다. 이로부터 DRR과 조사문사진상에 표시된 해부학적 구조와 치료중심점의 거리 오차(전체 치료 오차), 해부학적 구조와 fiducial marker간의 오차(환자고정 오차), 그리고 치료중심점과 fiducial marker간의 오차(치료조준 오차)를 각각 구하였다. 결과 : 치료조준 오차는 각각 1.5$\pm$0.3mm(AP), 0.9$\pm$0.3mm(lateral) 이었고, 환자고정 오차는 1.9$\pm$0.5mm(AP), 1.9$\pm$0.4mm(lateral), 그리고 전체 치료 오차는 AP 상에서 1.6$\pm$0.9mm, lateral 상에서 1.3$\pm$0.4mm 이었다. 또한 AP와 lateral 오차로 인해 발생될 수 있는 3차원 공간상의 최대 가능 오차($\sqrt{(\DeltaAP)^{2}+ (\Delta$Lat)^{2}$)는 치료조준 오차가 1.7$\pm$0.4mm, 환자고정 오차가 2.6$\pm$0.6mm, 그리고 전체 치료 오차는 $2.3\pm0.7mm$로 나타났다. 결론 : DRR 영상을 재구성하는 프로그램을 개발하였으며, DRR 영상을 조사문사진과 비교함으로써 정위방사선치료에서 직접적인 치료위치 확인이 가능하였다.

• 대한기계학회논문집
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• 제19권5호
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• pp.1243-1250
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• 1995

For the numerical solution of frictional dynamic contact problems, correct contact points and displacements are determined by iteratively reducing the displacement error vector monotonically toward zero And spurious oscillations are prevented from the solution by enforcing the velocity and acceleration compatibilities of the contact points with the corresponding error vectors. Numerical simulations are conducted to demonstrate the accuracy of the solution and the necessity of the velocity and acceleration compatibilities on the contact surface.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1993년도 춘계학술대회 논문집
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• pp.213-217
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• 1993

This paper presents an end-point of 1-link flexible robot arm with a tip-mass by using self-turning fuzzy algorithm. The arm is mounted on a translational mechanism driven by a ballscrew, whose rotation is controlled by CD servomotor. Tip position is controlled so that it follows a desired position. A feedback signal is composed of both the tip-displacement error and change in error. This paper gives the experimental tip responses according to the variations of tip-mass and beam-length, and also showes the effects of reducing the residual vibrations occuring at the end-point.

• Smart Structures and Systems
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• 제20권4호
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• pp.397-413
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• 2017

Precast concrete (PC) members are currently being employed for general construction or partial replacement to reduce construction period. As assembly work in PC construction requires connecting PC members accurately, measuring the 6-DOF (degree of freedom) relative displacement is essential. Multiple planar markers and camera-based displacement measurement systems can monitor the 6-DOF relative displacement of PC members. Conventional methods, such as direct linear transformation (DLT) for homography estimation, which are applied to calculate the 6-DOF relative displacement between the camera and marker, have several major problems. One of the problems is that when the marker is partially hidden, the DLT method cannot be applied to calculate the 6-DOF relative displacement. In addition, when the images of markers are blurred, error increases with the DLT method which is employed for its estimation. To solve these problems, a hybrid method, which combines the advantages of the DLT and MCL (Monte Carlo localization) methods, is proposed. The method evaluates the 6-DOF relative displacement more accurately compared to when either the DLT or MCL is used alone. Each subsystem captures an image of a marker and extracts its subpixel coordinates, and then the data are transferred to a main system via a wireless communication network. In the main system, the data from each subsystem are used for 3D visualization. Thereafter, the real-time movements of the PC members are displayed on a tablet PC. To prove the feasibility, the hybrid method is compared with the DLT method and MCL in real experiments.

• 한국공간구조학회논문집
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• 제5권3호
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• pp.91-100
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• 2005

본 연구는 구조물의 정량적 강성설계 기법 개발, 즉 부재 단위의 강성 재설계를 통한 전역 자유도 변위의 정량적 조절 기법개발을 궁극적 목적으로 한다. 이를 위하여 본 연구에서는 전역 자유도에 대한 부재의 변위기여도계수와 내력기여도계수를 유도하고, 이를 이용하여 특정 변위를 정량적으로 예측, 제어할 수 있도록 부재 강성과 특정 변위간의 상관식을 유도 제시하였다. 간단한 예제 구조물의 해석과 제안식 적용을 통한 변위 예측값 사이의 비교를 통하여 제안식을 검증하였다. 정정구조물의 경우 본 상관식은 정해로서, 이를 이용하여 폭정 변위를 원하는 목표치로 정확하게 제어할 수 있으며, 부정정구조물의 경우에도 부재 내력 재분배에 의한 오차가 발생하기는 함에도 불구하고 각 부재 강성과 특정 변위간의 상관성과 경향을 제시함으로써 매우 유용하게 활용될 수 있다. 본 연구에서 제안하는 정량적 변위 제어 기법은 강성설계가 전체 설계 결과를 지배하게 되는 대 공간구조물 또는 초고층건물의 설계 시 유용할 것으로 기대된다.

• Journal of Theoretical and Applied Mechanics
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• 제3권1호
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• pp.16-33
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• 2002

A concept of hierarchical modeling, the newest modeling technology. has been introduced early In 1990. This nu technology has a goat potential to advance the capabilities of current computational mechanics. A first step to Implement this concept is to construct hierarchical models, a family of mathematical models which are sequentially connected by a key parameter of the problem under consideration and have different levels in modeling accuracy, and to investigate characteristics In their numerical simulation aspects. Among representative model problems to explore this concept are elastic structures such as beam-, arch-. plate- and shell-like structures because the mechanical behavior through the thickness can be approximated with sequential accuracy by varying the order of thickness polynomials in the displacement or stress fields. But, in the numerical analysis of hierarchical models, two kinds of errors prevail: the modeling error and the numerical approximation errors. To ensure numerical simulation quality, an accurate estimation of these two errors Is definitely essential. Here, a local a posteriori error estimator for elastic structures with thin domain such as plate- and shell-like structures Is derived using element residuals and flux balancing technique. This method guarantees upper bounds for the global error, and also provides accurate local error Indicators for two types of errors, in the energy norm. Comparing to the classical error estimators using flux averaging technique, this shows considerably reliable and accurate effectivity indices. To illustrate the theoretical results and to verify the validity of the proposed error estimator, representative numerical examples are provided.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2002년도 ITC-CSCC -1
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• pp.46-49
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• 2002

One problem of vision-based eye-gazed detection is that it gives low resolution. Base on the displacement of the eyes, we proposed method for vision-based eye-gaze detection. While looking at difference positions on the screen, the distance of the centers of the eyes change accordingly. This relationship is derived and used to map the displacement to the distance in the screen. The experiments are performed to measure the accuracy and resolution to verify the proposed method. The results shown the accuracy of the screen mapping function for the horizontal plane are 76.47% and the error of this function be 23.53%

• 대한기계학회논문집
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• 제17권9호
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• pp.2381-2389
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• 1993

In this paper the design and test results of a dynamic flow rate sensor was reported. This sensor comprises an 2-way cartridge valve as standard hydraulic component and a displacement sensor. Its working principle bases on the linear relationship between the flow rate and the piston displacement of 2-way cartridge valves under constant pressure drop. This principle is well known, however it is not easy to develop a flow rate sensor with the measurement range of 300 1/min, pressure loss of less than 8 bar at 300 1/min, maximum linearity error of less than $\pm$1% and the maximum rising time of 10 ms. This paper describes the design procedure of the flow rate sensor, the improvement procedure of static performance and test method and results of dynamic performance.