• 한국실내디자인학회논문집
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• 제16권3호
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• pp.66-75
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• 2007

In this study, by comparing the development and the space types of local and foreign flexible apartments, basic data will be derived for the development of various flexible types of apartments in Korea. A total of 60 unit plans, including 30 domestic cases and 30 overseas cases of flexible apartments, are analyzed for this study. In terms of the unit plan types, Korean apartments usually had a wide front bay with shallow depth, placing more rooms on the front bay; whereas foreign apartments tend to have various unit plan types: (1) a narrow front bay with deep depth, (2) a wide front bay with shallow depth, and (3) variegated open-plan types. Many apartments in foreign countries had a double-layered structure with the. upstairs and downstairs areas. In terms of the flexible types, many Korean apartments achieved interior flexibility using non-bearing wall or sliding doors; whereas foreign apartments had a flexible space by separating the support elements and the infill elements. There was found to be a close relationship between the location of support elements and the variability of unit plans. Support elements can be placed largely into three locations: (1) Between the front side bay and the rear side bay, (2) in the center bay of a unit plan, and (3) others. Depending on the location of support elements, various types of flexible unit plans can be created. Through a comparative analysis of domestic and foreign apartments, basic data that can be used for developing various flexible unit plans was derived.

• 한국통신학회논문지
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• 제17권9호
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• pp.1040-1049
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• 1992

억제대상(抑制對象)의 모델이 정확(正確)하게 기술(記述)되지 않을때, 애매(曖昧)함이 미지(未知)의 파라메터로 나타나는 경우(境遇)가 많다. 이 애매(曖昧)함이 어떤 제약조건(制約條件)을 만족(滿足)하는 경우(境遇) 로버스트 제어방법(制御方法)을 이용(利用)하면 모델이 정확(正確)하게 기술(記述)되지 않더라도 제어(制御) 시스템을 구성(構成)할 수 가 없다. 가변구조(可變構造) 이론(理論)을 기초(基礎)로 한 제어(制御)의 특징(特徵)은 시스템의 애매(曖昧)함에 의한 영향(影響)을 고이득궤환(高利得饋還)으로 제거(除去)할 수 있다. 따라서 본 논문(論文)에서는 가변구조(可變構造) 이론(理論)을 이용(利用)한 VSS동정기(同定器)를 제안(提案)하였다. 미끄럼 상태(狀態)에 들어있는 제어(制御)시스템이 발생(發生)하고있는 억제입력(抑制入力)의 절환현상(折煥現像)은 실제(實際) 제어대상(制御對象)의 애매(曖昧)함의 영향(影響)을 반영(反影)한다. 따라서 몇번의 조환(操煥) 입력(入力)으로부터 유용(有用)한 정보(情報)를 검출(檢出)하여 적당(適當)한 동정기구(同定機構)를 선택(選擇)해서 이들 정보(情報)를 이용(利用)하면, 미지(未知) 파라메터를 정확(正確)하게 정(定)하는 것이 가능(可能)하다. 따라서 제안한 동정기를 로보트 매니퓰레이터의 미지파라메타 동정기에 첨가하여 보다 효과적인 제어기를 구성하였다.

• 자원환경지질
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• 제34권2호
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• pp.193-204
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• 2001

1997년 집중호우 때 지반 침하와 융기 현상이 발생했던 안동시 위리 지역의 지하구조와 사면활동의 기구가 된 단층대를 규명하기 위해 전기비저항 수직 및 쌍극자탐사, 탄성파굴절법 및 반사법탐사를 실시하였다. 사면 변형의 가장 주된 원인으로 알려진 점토층은 탐사 결과 $100{\Omega}{\cdot}m$ 이하의 전기비저항, 400m/s 이하의 탄성파속도로 특징되며, 사면침하와 관련된 북북서 단층은 약 $18^{\circ}$의 경사로 비교적 완만하게 나타나고, 지반 융기와 관련된 도로 인근의 북북동 단층은 거의 수직으로 나타난다. 사면활동 당시 사면에서 일어난 침하 현상은 북북서 단충면을 따라 점토가 거동하며 생긴 반면 도로 지반의 융기는 북북동 수직 단층을 통하여 점토가 올라 온 현상으로 해석된다.

• 한국정보과학회논문지:소프트웨어및응용
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• 제27권1호
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• pp.13-23
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• 2000

소프트웨어가 점점 복잡해지고 대형화됨에 따라서 사용자의 요구가 매우 다양해지고 있으며, 제품에 대한 기대 수준도 높아지고 있다. 그러므로, 사용자의 요구 사항을 정확히 분석하여 효과적으로 개발 단계에 적용하는 것은 매우 중요하다. 본 논문에서는 자연어로 표현되는 요구 사항 문서의 분석 시에 나타나는 오류를 효과적으로 줄이고, 수정하는데 사용될 수 있는 요구 분석 시스템을 제안한다. 제안된 시스템은 문서간 유사도 측정에 의해서 문서간의 의존성(dependency) 분석을 지원하고 문장간 유사도 측정에 의해서 요구 사항간의 연계성(traceability), 중복성(redundancy), 불일치성(inconsistency), 그리고 불완전성(imcompleteness)을 발견하는 것을 지원한다. 또한 모호한 문장을 추출하여 요구사항의 불명확성 (ambiguity)을 발견하는 기능도 제공한다. 문서간 유사도 측정을 위해서 사용된 색인 방법은 슬라이딩 윈도우 모델과 의존 구조 모델을 결합한 것으로 각 모델이 가지는 단점을 효과적으로 보완할 수 있다. 본 논문에서는 문서간, 문장간 유사도 측정 기법의 효율성을 실험을 통해 검증하였으며 구현된 시스템을 통해 분석 처리되는 과정을 보여주고 있다.

• Structural Engineering and Mechanics
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• 제19권4호
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• pp.381-399
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• 2005

Base isolation technologies have been proven to be very efficient in protecting structures from seismic hazards during experimental and theoretical studies. In recent years, there have been more and more engineering applications using base isolators to upgrade the seismic resistibility of structures. Optimum design of the base isolator can lessen the undesirable seismic hazard with the most efficiency. Hence, tracing the nonlinear behavior of the base isolator with good accuracy is important in the engineering profession. In order to predict the nonlinear behavior of base isolated structures precisely, hundreds even thousands of degrees-of-freedom and iterative algorithm are required for nonlinear time history analysis. In view of this, a simple and feasible exact formulation without any iteration has been proposed in this study to calculate the seismic responses of structures with base isolators. Comparison between the experimental results from shaking table tests conducted at National Center for Research on Earthquake Engineering in Taiwan and the analytical results show that the proposed method can accurately simulate the seismic behavior of base isolated structures with elastomeric bearings. Furthermore, it is also shown that the proposed method can predict the nonlinear behavior of the VCFPS isolated structure with accuracy as compared to that from the nonlinear finite element program. Therefore, the proposed concept can be used as a simple and practical tool for engineering professions for designing the elastomeric bearing as well as sliding bearing.

• Earthquakes and Structures
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• 제15권6호
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• pp.639-654
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• 2018

Rocking motion have been used for achieving the 'resilient buildings' against earthquakes in recent studies. Low-rise buildings, unlike the tall ones, because of their small aspect ratio tend to slide rather than move in rocking mode. However, since rocking is more effective in seismic response reduction than sliding, it is desired to create rocking motion in low-rise buildings too. One way for this purpose is making the building's structure rock on its internal bay(s) by reducing the number of bays at the lower part of the building's skeleton, giving it a mushroom form. In this study 'mushroom skeleton' has been used for creating multi-story rocking regular steel buildings with square plan to rock on its one-by-one bay central lowest story. To show if this idea is effective, a set of mushroom buildings have been considered, and their seismic responses have been compared with those of their conventional counterparts, designed based on a conventional code. Also, a set of similar buildings with skeleton stronger than code requirement, to have immediate occupancy (IO) performance level, have been considered for comparison. Seismic responses, obtained by nonlinear time history analyses, using scaled three-dimensional accelerograms of selected earthquakes, show that by using appropriate 'mushroom skeleton' the seismic performance of buildings is upgraded to mostly IO level, while all of the conventional buildings experience collapse prevention (CP) level or beyond. The strong-skeleton buildings mostly present IO performance level as well, however, their base shear and absolute acceleration responses are much higher than the mushroom buildings.

• Structural Engineering and Mechanics
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• 제78권2호
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• pp.163-174
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• 2021

Track-bridge interaction has become an essential part in the design of bridges and rails in terms of modern railways. As a unique ballastless slab track, the longitudinal continuous slab track (LCST) or referred to as the China railway track system Type-II (CRTS II) slab track, demonstrates a complex force mechanism. Therefore, a comprehensive track-bridge interaction study between multi-span simply supported beam bridges and the LCST is presented in this work. In specific, we have developed an integrated finite element model to investigate the overall interaction effects of the LCST-bridge system subjected to the actions of temperature changes, traffic loads, and braking forces. In that place, the deformation patterns of the track and bridge, and the distributions of longitudinal forces and the interfacial shear stress are studied. Our results show that the additional rail stress has been reduced under various loads and the rail's deformation has become much smoother after the transition of the two continuous structural layers of the LCST. However, the influence of the temperature difference of bridges is significant and cannot be ignored as this action can bend the bridge like the traffic load. The uniform temperature change causes the tensile stress of the concrete track structure and further induce cracks in them. Additionally, the influences of the friction coefficient of the sliding layer and the interfacial bond characteristics on the LCST's performance are discussed. The systematic study presented in this work may have some potential impacts on the understanding of the overall mechanical behavior of the LCST-bridge system.

• 대한건축학회논문집:구조계
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• 제36권3호
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• pp.113-120
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• 2020

The purpose of this study is to compare the models of Deep Learning-based Convolution Neural Network(CNN) for concrete crack detection. The comparison models are AlexNet, GoogLeNet, VGG16, VGG19, ResNet-18, ResNet-50, ResNet-101, and SqueezeNet which won ImageNet Large Scale Visual Recognition Challenge(ILSVRC). To train, validate and test these models, we constructed 3000 training data and 12000 validation data with 256×256 pixel resolution consisting of cracked and non-cracked images, and constructed 5 test data with 4160×3120 pixel resolution consisting of concrete images with crack. In order to increase the efficiency of the training, transfer learning was performed by taking the weight from the pre-trained network supported by MATLAB. From the trained network, the validation data is classified into crack image and non-crack image, yielding True Positive (TP), True Negative (TN), False Positive (FP), False Negative (FN), and 6 performance indicators, False Negative Rate (FNR), False Positive Rate (FPR), Error Rate, Recall, Precision, Accuracy were calculated. The test image was scanned twice with a sliding window of 256×256 pixel resolution to classify the cracks, resulting in a crack map. From the comparison of the performance indicators and the crack map, it was concluded that VGG16 and VGG19 were the most suitable for detecting concrete cracks.

• 전기전자학회논문지
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• 제25권4호
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• pp.664-671
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• 2021

본 논문은 합성곱 신경망에 데이터 재사용 방법을 효과적으로 적용하여 연산 횟수와 메모리 접근 횟수를 줄일 수 있는 GPGPU구조를 제안한다. 합성곱은 kernel과 입력 데이터를 이용한 2차원 연산으로 kernel이 slide하는 방법으로 연산이 이루어 진다. 이때, 합성곱 연산이 완료될 때 까지 kernel을 캐시메모리로 부터 전달 받는 것이 아니고 내부 레지스터를 이용하는 재사용 방법을 제안한다. SIMT방법으로 명령어가 실행되는 GPGPU의 원리 이용하여 데이터 재사용의 효과를 높이기 위해 합성곱에 직렬 연산 방식을 적용하였다. 본 논문에서는 레지스터기반 데이터 재사용을 위하여 kernel을 4×4로 고정하고 이를 효과적으로 지원하기 위한 warp 크기와 레지스터 뱅크를 갖는 GPGPU를 설계하였다. 설계된 GPGPU의 합성곱 신경망에 대한 성능을 검증하기 위해 FPGA로 구현한 뒤 LeNet을 실행시키고 TensorFlow를 이용한 비교 방법으로 AlexNet에 대한 성능을 측정하였다. 측정결과 AlexNet기준 1회 학습 속도는 0.468초이며 추론 속도는 0.135초이다.

• Tribology and Lubricants
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• 제38권3호
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• pp.101-108
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• 2022

The structure and properties of tetrahedral amorphous carbon (ta-C) coatings depend on the main process parameters and bending angles of the magnetic field filter used in the filtered cathodic vacuum arc (FCVA). During the process, it is possible to effectively control the plasma flux of carbon ions incident on the substrate by controlling the arc discharge current, thereby influencing the mechanical properties of the coating film. Furthermore, we can control the size and amount of large particles mixed during carbon film formation while conforming with the bending angle of the mechanical filter mounted on the FCVA; therefore, it also influences the mechanical properties. In this study, we consider tribological characteristics for filtered bending angles of 45° and 90° as a function of arc discharge currents of 60 and 100 A, respectively. Experiment results indicate that the frictional behavior of the ta-C coating film is independent of the bending angle of the filter. However, its sliding wear behavior significantly changes according to the bending angle of the FCVA filter, unlike the effect of the discharge current. Further, upon changing the bending angle from 45° to 90°, abrasive wear gets accelerated, thereby changing the size and mixing amount of macro particles inside the coating film.