• KSII Transactions on Internet and Information Systems (TIIS)
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• 제12권3호
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• pp.1224-1242
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• 2018

Aiming at motion analysis and compensation, it is essential to conduct motion detection with images. However, motion detection and tracking from low-altitude images obtained from an unmanned aerial system may pose many challenges due to degraded image quality caused by platform motion, image instability and illumination fluctuation. This research tackles these challenges by proposing a modified joint transform correlation algorithm which includes two preprocessing strategies. In spatial domain, a modified fuzzy edge detection method is proposed for preprocessing the input images. In frequency domain, to eliminate the disturbance of self-correlation items, the cross-correlation items are extracted from joint power spectrum output plane. The effectiveness and accuracy of the algorithm has been tested and evaluated by both simulation and real datasets in this research. The simulation experiments show that the proposed approach can derive satisfactory peaks of cross-correlation and achieve detection accuracy of displacement vectors with no more than 0.03pixel for image pairs with displacement smaller than 20pixels, when addition of image motion blurring in the range of 0~10pixel and 0.002variance of additive Gaussian noise. Moreover,this paper proposes quantitative analysis approach using tri-image pairs from real datasets and the experimental results show that detection accuracy can be achieved with sub-pixel level even if the sampling frequency can only attain 50 frames per second.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 추계학술대회논문집
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• pp.109-114
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• 2004

This paper presents a theoretical and experimental study of a non-collocated pair of piezopolymer PVDF sensor and piezoceramic PZT actuator, which are bonded on a cantilever beam, in order to suppress unwanted vibration at the tip of the beam. The PZT actuator patch was bonded near the clamped part and the PVDF sensor, which was triangularly shaped, was bonded on the other part of the beam. This is because the triangular PVDF sensor is known that it can detect the tip velocity of a cantilever beam. Because the arrangement of the sensor and actuator pair is not collocated and overlapped each other, the pair can avoid so called 'the in-plane coupling'. The test beam is made of aluminum with the dimension of $200\times20\times2mm$, and the two PZT5H actuators are both $20\times20\times1mm$ and bonded on the beam out-of-phase, and the PVDF sensor is $178mm\times6mm\times52{\mu}m$. Before control, the sensor-actuator frequency response function is confirmed to have a nice phase response without accumulation in a reasonable frequency range of up to 5000 Hz. Both the DVFB and displacement feedback strategies made the error signal from the tip velocity (or displacement) sensor is transmitted to a power amplifier to operate the PZT actuator (secondary source). Both the control methods attenuate the magnitude of the first two resonances in the error spectrum of about 6-7 dB.

• 한국지진공학회논문집
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• 제25권5호
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• pp.213-221
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• 2021

Many Korean domestic masonry structures constructed since 1970 have been found to be vulnerable to earthquakes because they lack efficient lateral force resistance. Many studies have shown that the brick and mortar suddenly experience brittle fracture and out-of-plane collapse when they reach the inelastic range. This study evaluated the seismic retrofitting of non-reinforced masonry with Hybrid Super Coating (HSC) and Cast, manufactured using glass fiber. Four types of specimen original specimen (BR-OR), one layered HSC (BR-HS-O), two-layered HSC (BR-HS-B), one layered HSC, and Cast (BR-CT-HS-O) were constructed and analyzed using compression, flexural tensile, diagonal compression, and triplet tests. The specimen responses were presented and discussed in load-displacement curves, maximum strength, and crack propagation. The compressive strength of the retrofit specimens slightly increased, while the flexural tensile strength of the retrofit specimens increased significantly. In addition, the HSC and Cast also produced a considerable increase in the ductile response of specimens before failure. Diagonal compression test results showed that HSC delayed brittle cracks between the mortar and bricks and resulted in larger displacement before failure than the original brick. The triplet test results confirmed that the bonding strength of the retrofit specimens also increased. The application of HSC and Cast was found to restrain the occurrence of brittle failure effectively and delayed the collapse of masonry wall structures.

• 대한치과교정학회지
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• 제53권5호
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• pp.289-297
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• 2023

Objective: To analyze the microimplant (MI) displacement pattern on treatment with a maxillary skeletal expander (MSE) using cone-beam computed tomography (CBCT). Methods: Thirty-nine participants (12 males and 27 females; mean age, 18.2 ± 4.2 years) were treated successfully with the MSE II appliance. Their pre- and post-expansion CBCT data were superimposed. The pre- and post-expansion anterior and posterior inter-MI angles, neck and apical inter-MI distance, plate angle, palatal bone thickness at the MI positions, and suture opening at the MI positions were measured and compared. Results: The jackscrew plate was slightly bent in both anterior and posterior areas. There was no significant difference in the extent of suture opening between the anterior and posterior MIs (P > 0.05). The posterior MI to hemiplate line was greater than that anteriorly (P < 0.05). The apical distance between the posterior MIs was greater than that anteriorly (P < 0.05). The palatal thickness at the anterior MIs was significantly greater than that posteriorly (P > 0.01). Conclusions: In the coronal plane, the angulation between the anterior MIs in relation to the jackscrew plate was greater than that between the posterior MIs owing to the differential palatal bone thickness.

• 한국소음진동공학회논문집
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• 제23권12호
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• pp.1035-1044
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• 2013

면내 하중을 지지하는 면재와 면외 하중을 지지하는 심재로 구성되는 샌드위치 패널 구조물은 높은 비강도와 비강성을 가지므로 경량화가 요구되는 대형 구조물에 자주 이용된다. 그러나, 이러한 구조물은 필연적으로 높은 하중에 대하여 유연성의 증가를 일으키게 되므로, 이에 대한 구조 안전성 분석이 이루어져야 한다. 이에 대해 실제 풍하중은 거스트 영향 등을 비롯한 비선형성을 가지는 요소들이 고려되어야 하며, 구조물의 안전성 분석을 위하여 입력 하중에 대해 보다 실제 물리현상에 근접하게 모사되어야 한다. 이에 이 연구에서는 유체-구조 연성해석 기법을 이용하여 대형 등격자-보강 패널 구조물에 대한 구조 안전성 분석이 수행되었다. 입력하중인 풍하중에 대하여 보다 실제적 모사를 위해 불규칙 변동 속도성분인 거스트 영향이 고려된 랜덤분포 풍하중에 대한 유동장을 생성하여 압력-변위 사상을 통하여 연성해석이 수행되었다.

• Structural Engineering and Mechanics
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• 제60권4호
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• pp.633-653
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• 2016

One of the major threats to the stability of classical columns and colonnades are earthquakes. The behavior of columns under high seismic excitation loads is non-linear and complex since rocking, wobbling and sliding failure modes can occur. Therefore, three dimensional simulation approaches are essential to investigate the in-plane and out-of-plane response of such structures during harmonic and seismic loading excitations. Using a software based on the Distinct Element Method (DEM) of analysis, a three dimensional numerical study has been performed to investigate the parameters affecting the seismic behaviour of colonnades' structural systems. A typical section of the two-storey colonnade of the Forum in Pompeii has been modelled and studied parametrically, in order to identify the main factors affecting the stability and to improve our understanding of the earthquake behaviour of such structures. The model is then used to compare the results between 2D and 3D simulations emphasizing the different response for the selected earthquake records. From the results analysis, it was found that the high-frequency motion requires large base acceleration amplitude to lead to the collapse of the colonnade in a shear-slip mode between the drums. However, low-frequency harmonic excitations are more prominent to cause structural collapse of the two-storey colonnade than the high-frequency ones with predominant rocking failure mode. Finally, the 2D analysis found to be unconservative since underestimates the displacement demands of the colonnade system when compared with the 3D analysis.

• 대한치과교정학회지
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• 제45권6호
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• pp.289-298
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• 2015

Objective: To evaluate and compare the effects of two appliances on the en masse retraction of the anterior teeth anchored by temporary skeletal anchorage devices (TSADs). Methods: The sample comprised 46 nongrowing hyperdivergent adult patients who planned to undergo upper first premolar extraction using lingual retractors. They were divided into three groups, based on the lingual appliance used: the C-lingual retractor (CLR) group (group 1, n = 16) and two antero-posterior lingual retractor (APLR) groups (n = 30, groups 2 and 3). The APLR group was divided by the posterior tube angulation; posterior tube parallel to the occlusal plane (group 2, n = 15) and distally tipped tube (group 3, n = 15). A retrospective clinical investigation of the skeletal, dental, and soft tissue relationships was performed using lateral cephalometric radiographs obtained pretreatment and post en masse retraction of the anterior teeth. Results: All groups achieved significant incisor and canine retraction. The upper posterior teeth did not drift significantly during the retraction period. The APLR group had less angulation change in the anterior dentition, compared to the CLR group. By changing the tube angulation in the APLR, the intrusive force significantly increased in the distally tipped tube of group 3 patients and remarkably reduced the occlusal plane angle. Conclusions: Compared to the CLR, the APLR provides better anterior torque control and canine tipping while achieving bodily translation. Furthermore, changing the tube angulation will affect the amount of incisor intrusion, even in patients with similar palatal vault depth, without the need for additional TSADs.

• 대한치과교정학회지
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• 제27권5호
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• pp.733-741
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• 1997

하악전돌증 환자의 하악골 후퇴수술로 골격적인 변화뿐 아니라 연조직에서의 변화가 동시에 일어나는데, 외부적으로 나타나는 안모 연조직의 심미적 변화와 더불어 구강내의 가동성 및 비가동성 연조직에도 영향을 미친다. 전북대학교병원 치과교정과에 하악전돌증을 주소로 내원한 환자중 수술전 교정치료를 받고 하악골만 양측성 하악지시상골절단술로 후퇴시킨 환자 38명의 수술전, 수술직후, 수술 약 1년후의 측모 두부계측방사선 사진의 투사도를 작성하고 FH plane과 pterygoid vertical plane(PTV)을 reference plane으로 사용하여 연속된 측모 두부계측방사선 사진을 중첩시켰다. 수술후 변화된 인두부 깊이와 혀, 연구개, 설골 등의 위치 변화를 위한 길이측정과 구인두부 기도공간 면적을 측정하기 위해 각 경계선을 디지타이저(Kurta digitizer XGT, Kurta Co., USA)로 컴퓨터에 입력하고 AutoCAD 프로그램으로 계측하였다. 하악골 후퇴수술이 구인두부 기도공간에 미치는 영향에 대해 연구하였으며 구강내 각 구조물들의 위치변화와 각 항목들의 상호관계성을 조사하였다. 1. 구인두부 기도공간은 하악전돌증 환자의 하악골 후퇴수술후 감소되며 연속적으로 감소를 유지하고 있다(p<0.05). 2. Xi 점과 제2경추 수준에서 인두의 깊이는 수술전과 비교해 수술후 유의하게 감소되었으며 감소된 채로 유지된다(p<0.05). 이 수준에서의 인두부 깊이 감소는 구인두부 기도공간과 밀접한 관련이 있다(p<0.01). 3. 제3경추와 제4경추 수준의 인두부 깊이는 수술후와 연속되는 관찰기간에도 유의하게 감소하지 않았다. 4. 설골은 수술후 하방으로 이동하였으나(p<0.05), 연속되는 관찰기간 동안 원래의 위치로 회귀되는 경향을 보였다. 5. 혀의 길이와 높이 그리고 후두개 기저의 위치는 유의하게 변화하지 않았다. 6. 연구개는 수술후 후방으로 변위하며 혀의 후방변위로 연속적으로 후방위치된 채 남아 있다(p<0.05). 연구개의 변위는 구인두부 기도공간의 면적과 유의한 상관관계를 가지며 인두후벽과의 거리는 감소되었다(p<0.01). 7. 구인두 기도공간의 감소는 후두개첨 상방부에서 수술에 의한 혀의 후방변위에 기인하며 계속 감소가 유지되었다.

• 한국구조물진단유지관리공학회 논문집
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• 제23권6호
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• pp.77-83
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• 2019

원자력발전소에 지진격리장치를 설치하면 지진에 의한 하중을 지진격리장치가 담당하면서 설치 전보다 큰 변위가 발생하게 될 것으로 예상되며, 변위증가에 따라 일부 설비의 지진리스크가 증가될 가능성이 있다. 특히 지진격리된 구조물과 일반 구조물을 연결하는 설비인 배관 시스템의 경우 지진리스크가 크게 증가될 것으로 예상된다. 본 연구에서는 원자력발전소 배관 시스템의 취약부위인 강재 배관 Tee의 한계상태를 누수로 정의하고 면내반복가력시험을 수행하였다. 강재 배관 Tee의 모멘트와 변형각은 기존의 센서를 이용한 계측이 어려우므로 이미지 신호를 이용하여 측정하였다. 본 연구에서는 3인치 강재 배관 Tee의 모멘트와 변형각의 관계를 이용한 누수 선도 및 저주기 피로 곡선들을 제시하였다.

• 한국지진공학회논문집
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• 제3권1호
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• pp.41-54
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• 1999

비대칭 박벽단면을 갖는 곡선보의 자유진동해석을 수행할 수 있는 유한요소 이론 및 엄밀해를 제시하기 위하여 가상일의 원리를 이용한 3차원 연속체의 운동방정식을 제시한다 박벽단면의 구속된 비틂효과를 고려하는 박벽 곡선보의 변위장을 도입하고 이를 연소체의 운동방정식에 대입하여 단면에 대해 적분함으로써 박벽 곡선보의 운동방정식을 유도한다. 단순지지되고 일축대칭단면을 갖는 박벽 곡선보의 면내 자유진동 모드에 대응하는엄밀해를 산정하였으며 곡선보를 유한요소로 분할하여 요소의 변위장을 요소 변위벡터에 관한 3차의 Hermitian 다항식으로 나타내고 이를 운동방정식에 대입함으로써 탄성강도행렬과 질량 행렬을 유도한다 또한 본 연구에서 얻어진 엄밀해와 곡선보요소를 이용한 유한요소 해석결과를 직선보요소 및 ABAQUS의 쉘요소를 이용하여 얻어진 결과와 비교 검토를 함으로써 본 연구의 타당성을 입증한다.