• 한국지진공학회논문집
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• 제9권4호
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• pp.29-42
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• 2005

서울의 두 평야 지역 4km${\times}$4km에 대한 부지 고유의 지진 응답 특성 평가를 위하여 대상 지역내 총 350개의 시추 자료를 활용하였다. 국내 내륙 지역의 공내 탄성파 시험의 자료와 시주 자료를 이용하여 $N-V_s$ 상관관계를 도출하고, 이를 토대로 선정된 350 시추 위치에서의 깊이별 전단파 속도(Vs) 분포를 결정하여 등가선형 기법의 부지 응답 해석을 수행하였다. 현행 지반 분류 기준인 심도 30m까지의 평균 Vs (Vs30)는 대상 지역 내에서 250${\~}$550 m/s의 분포를 보였고, 그에 따라 대부분의 부지가 지반 분류 C와 D로 분류되었다. 서울 평야 지역의 부지 고유 주기는 국내 지반 증폭 계수의 근간인 미국 서부 지역에 비해 매우 작은 0.1${\~}$0.4초의 분포를 보였다. 비록 몇몇 부지에서 토사 층 내에 연약한 지층이 존재함에 따라 기저 고립 효과가 발생하여 현행 단주기 증폭 계수가 지반 운동을 과대평가하기도 하지만, 미국 서부 지역과의 지반 조건 차이로 인해 전반적으로 서울 평야 지역에서는 현행 국내 내진 설계 기준의 단주기(0.1${\~}$0.5초) 증폭 계수(Fa)는 지반 운동을 과소평가하고 중장주기(0.4${\~}$2.0초) 증폭 계수(Fv)는 지반 운동을 과대평가하고 있다.

• 대한조선학회논문집
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• 제49권1호
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• pp.6-13
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• 2012

As ocean resources in shallow water areas are being exhausted, deep sea development is becoming common these days. Therefore floating type offshore structures are more competitive than fixed type structures, and FPSO is the most popular one these days. FPSO's are generally operated in a specific region and positioned to meet mostly head or bow waves in order to reduce roll motions. However this makes these vessels more vulnerable to green water around the bow region, and therefore the bow shape must be properly designed to mitigate green water damage. In the present study, experimental results for three different FPSO bow shapes in regular head waves were analyzed and compared to each other. Also CFD computations were carried out as a sample validation case for the database built for CFD code validation.

• 대한임베디드공학회논문지
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• 제15권1호
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• pp.35-42
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• 2020

In this paper, we propose a method to keep the robot at a distance of 30 to 45cm from the user in consideration of each individual's minimum area and inconvenience by using a 2D LiDAR sensor LDS-01 as the secondary sensor along with a QR code. First, the robot determines the brightness of the video and the presence of a QR code. If the light is bright and there is a QR code due to human's presence, the range of the 2D LiDAR sensor is set based on the position of the QR code in the captured image to find and follow the correct target. On the other hand, when the robot does not recognize the QR code due to the low light, the target is followed using a database that stores obstacles and human actions made before the experiment using only the 2D LiDAR sensor. As a result, our robot can follow the target person in four situations based on nine locations with seven types of motion.

• 한국정보과학회논문지:소프트웨어및응용
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• 제30권5_6호
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• pp.430-443
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• 2003

본 논문은 카메라로부터 획득된 영상 시퀀스로부터 얻어진 제스처 궤적 정보를 바탕으로 가장 기본적인 방향, 속도 및 공간 특징을 추출한 후, 각각의 특징 정보들의 인식 결과를 비교하여 어떠한 정보가 가장 유용한지 평가한다. 이를 위해 제스처 궤적 추적을 위해선 컬러 정보 및 모션 정보를 사용하였고, 인식모델로는 시간 데이타 처리에 적합한 HMM을 구성하였다. 실험을 위한 제스처 DB로는 인식하고자 하는 그래픽, 숫자, 알파벳모양의 48개 제스처에 대해 20명으로부터 5개씩 총 4800개의 데이타를 구축하였다.

• 한국지능시스템학회:학술대회논문집
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• 한국퍼지및지능시스템학회 2005년도 추계학술대회 학술발표 논문집 제15권 제2호
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• pp.452-455
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• 2005

교통사고를 재현하기 위해서는, 블랙박스를 이용해서 교통사고 전의 30초 데이터를 자동으로 저장해야 된다. 블랙박스 장치는 충돌 교통사고를 자동으로 검출할 수 있고, 사고전후에 미리 정의한 기한동안에 차량동의 그리고 운전사 기동을 기록할 수 있다. 그러나 뺑소니운전자를 붙잡는 것은 쉽지 않다. 왜냐하면, 2시간 또는 3 시간 후에는, 범인이 증거를 제거할 수 있다. 그러므로, 교통사고 현장에서 뺑소니 운전자를 검거하기 위해서, 본 논문에서는 조적 질문 언어 서버와 한 부속 데이타베이스를 이용한 알고리즘을 개발하였다.

• 한국전산유체공학회지
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• 제20권3호
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• pp.62-69
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• 2015

Pressure change inside cabin as well as in tunnel has been calculated to assess the passenger pressure comfort of high-speed train. $C-STA^{TM}$, a CFD program based on axi-symmetric Navier-Stokes equation and Roe's FDS has been used to simulate the pressure change in tunnel during a high-speed train passing through it. To present the relative motion between the train and the tunnel, a modified patched grid scheme based on the structured grid system has been employed. The simulation program has been validated by comparing the simulation results with field measurements. Extensive parametric study has been conducted for various train speed, tunnel cross-sectional area and tunnel length to the pressure change in cabin. KTX-Sancheon(KTX2) high-speed train has been chosen for simulation and the train speed have been varied from 200 km/h to 375 km/h. The tunnel length has been varied from 300 m to 7.5 km and tunnel area from $50m^2$ to $120m^2$. Total 504 simulations have been conducted varying the parameters. Based on the database produced from the parametric simulations, minimum tunnel cross-sectional area has been surveyed for various train speeds based on Korean regulation on pressure change in cabin.

• 방송공학회논문지
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• 제21권1호
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• pp.51-59
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• 2016

본 논문에서는 다양한 조명하에서 얼굴 인식의 정확성을 향상시키기 위하여 DCT 기반의 조명 보상 기법을 제안하였다. 제안한 방법은 DCT 공간으로 변환된 입력영상에서 저주파 영역은 조명의 정보를 포함하는 것을 이용하여 저주파 성분의 DCT 계수를 목표로 하는 조명으로 변환함으로써 조명을 보상하는 방법이다. 이때, 견고한 얼굴 특징을 추출하기 위해서 고차 지역 패턴 서술자를 이용하여 방향성에 강인한 특징점을 추출하였다. 실영상을 이용한 실험에서 최대 95% 이상의 인식률로써 제안한 알고리즘의 성능을 확인하였다.

• 대한산업공학회지
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• 제24권2호
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• pp.297-309
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• 1998

Numerical parameters have been developed to diagnose L4/L5 disc patients during repetitive flexions and extensions. Electromyography(EMG) has been used to define the muscle excitation and movement cycle in this study. Twenty healthy subjects and twenty L4/L5 disc patients were recruited for the experiment. The subjective pain levels of patients were recorded as $3.7{\pm}1.6$ according to visual analogue scale where 10 was the maximum pain level. Variance ratio of motion cycle was suggested as a new parameter to examine the consistency of the trunk movement. The results indicated that the temporal EMG pattern such as peak time difference between Quadriceps and Hamstrings, the duration of coexcitation between Erector spinae and Rectus abdominis muscle pairs showed a statistically significant difference between healthy subjects and patients. Variance ratio of External oblique and Internal oblique also showed a statistically significant difference. It is expected that those results could be used for diagnosis by building a database for various back pain patients and healthy subjects. This method can eventually help physicians for early diagnosis and prevention of low back disorders.

• Computers and Concrete
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• 제16권1호
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• pp.99-123
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• 2015

In this study, structural vulnerability of reinforced concrete moment resisting frames (RC-MRFs) by considering the Iran-specific characteristics is investigated to manage the earthquake risk in terms of multicomponent seismic excitations. Low and medium rise RC-MRFs, which constitute approximately 80-90% of the total buildings stock in Iran, are focused in this fragility-based assessment. The seismic design of 3-12 story RC-MRFs are carried out according to the Iranian Code of Practice for Seismic Resistant Design of Buildings (Standard No. 2800), and the analytical models are formed accordingly in open source nonlinear platforms. Frame structures are categorized in three subclasses according to the specific characteristics of construction practice and the observed seismic performance after major earthquakes in Iran. Both far and near fields' ground motions have been considered in the fragility estimation. An optimal intensity measure (IM) called Sa, avg and beta probability distribution were used to obtain reliable fragility-based database for earthquake damage and loss estimation of RC buildings stock in urban areas of Iran. Nonlinear incremental dynamic analyses by means of lumped-parameter based structural models have been simulated and performed to extract the fragility curves. Approximate confidence bounds are developed to represent the epistemic uncertainties inherent in the fragility estimations. Consequently, it's shown that including vertical ground motion in the analysis is highly recommended for reliable seismic assessment of RC buildings.

• Structural Engineering and Mechanics
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• 제59권4호
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• pp.653-669
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• 2016

Recent earthquakes worldwide show that a significant portion of the earthquake shaking happens in the vertical direction. This phenomenon has raised significant interests to consider the vertical ground motion during the seismic design and assessment of the structures. Strong vertical ground motions can alter the axial forces in the columns, which might affect the shear capacity of reinforced concrete (RC) members. This is particularly important for non-ductile RC frames, which are very vulnerable to earthquake-induced collapse. This paper presents the detailed nonlinear dynamic analysis to quantify the collapse risk of non-ductile RC frame structures with varying heights. An array of non-ductile RC frame architype buildings located in Los Angeles, California were designed according to the 1967 uniform building code. The seismic responses of the architype buildings subjected to concurrent horizontal and vertical ground motions were analyzed. A comprehensive array of ground motions was selected from the PEER NGA-WEST2 and Iran Strong Motions Network database. Detailed nonlinear dynamic analyses were performed to quantify the collapse fragility curves and collapse margin ratios (CMRs) of the architype buildings. The results show that the vertical ground motions have significant impact on both the local and global responses of non-ductile RC moment frames. Hence, it is crucial to include the combined vertical and horizontal shaking during the seismic design and assessment of non-ductile RC moment frames.