• 한국중재학회지:중재연구
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• 제27권4호
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• pp.199-222
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• 2017

Currently, many punitive damages (or statutory damages) and class action laws are discussed in relation to the consumer damage relief system. It is in the background of the argument that the introduction of such a victim relief system will solve many small and large consumer damages. There are many cases in which the punitive damages compensation or the class action system are introduced in relation to the food safety damage naturally. Although the introduction of such a system can clearly help the consumer to relieve large-scale damage, it can not solve all the problems at once because the company can reject the system despite the introduction of such a system. In particular, class action lawsuits should have the same type of damage, but most of the damage caused by food safety is accompanied by physical harm, resulting in various complications such as the physical characteristics of the victim, the health environment. The class action system may not provide a solution in that the content and type of the damage may be different. In this regard, this study aims to investigate the introduction of the food safety damage relief system through the introduction of an administrative dispute settlement system by an administrative agency that occupies an absolute position in the existing consumer protection from this point of view. In reality, the Food and Drug Administration, which is the largest among government agencies related to food, operates a passive attitude consumer protection system such as function like guidance, supervision and surveillance. And it is necessary to make a complementary proposal. In the current law, there is only a small part of the consumer protection work that is positively legal, and even after the damage is scientifically identified, it is not possible to present the solution to the damage suffered by the consumer through legislation. This is a fact that has been raised. In this paper, we propose a reasonable and rapid disaster relief procedure through a separate mechanism within the administrative agency, which is the administration agency, that the dispute settlement procedure due to food safety damage is insufficient by solving the case through the court through counseling, dispute adjustment and civil proceedings. In order to solve the problem of food insecurity and the food industry, various ways of rational solution of the problem were considered. The possibility of (1) Establishment of a food safety dispute resolution committee; (2) Establishment of a food safety disaster relief committee; and (3) Establishment of a food safety disaster relief committee was discussed. In addition, a plan for the creation of a food damage compensation fund was also proposed.

• 한국환경생태학회지
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• 제1권1호
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• pp.35-45
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• 1987

북한산국립공원의 등산로훼손 및 등산로주변식생변화를 조사하기 위하여 북한산지구를 대상으로 1987년 8월에 실측조사를 실시하였다. 등산로훼손은 이용강도가 높은 우이동계곡과 정능계곡간 등산로 7.18km 구간을 조사했다. 식생 변화는 등산로 경계부에서 임내로 벨트-트란 섹트를 설치하여 매목조사를 하였고, 주변부식생은 등산로경계부를 따라 벨트를 설치해서 출현종을 조사하였다. 등산로 훼손량과 이용강도는 직접적 상관관계가 없었다. 훼손등급 II등급구간은 23.9%, III등급구간은 8.0%로 나타났으며, 자연등산로 II, III등급구간(19.7%)이 시설등산로 II, III등급구간(12.3%)보다 많게 나타났다. 북한산지역 주요등산로 15.3km중 보수정비가 필요한 등산로 II등급구간은 3.6km, III등급구간은 1.27km로 추정되었다. 등산객의 직접적 간섭이 없었던 등산로 주변 식생변화는 6-8m 구간까지 나타났으며, 등산로의 간섭이 있었던 등산로주변식생변화는 토양경도변화와 일치하지 않고 않았고 국지적으로 다르게 나타났다. 능선부 등산로 주연부식생으로서 Remkiaer 빈도계급 E계급수종은 신갈나무, 참싸리, 진달래, D계급수종은 병꽃나무, 조록싸리, 철쭉, 팥배나무이었으며, 중복등산로에서는 신갈나무가 E계급으로, 진달래, 참싸기, 국수나무가 D계급수종으로 출현했다. 계곡부에서는 진달래, 조록싸리, 국수나무가 D계급수종으로 출현했으며 자동차도로 옆 계곡부에서는 참싸리, 조록싸리, 국수나무가 D계급수종으로 나타났다.

• Structural Engineering and Mechanics
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• 제34권6호
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• pp.755-778
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• 2010

Near-fault ground motion with directivity or fling effects is significantly influenced by the rupture mechanism and substantially different from ordinary records. This class of ground motion has large amplitude and long period, exhibits unusual response spectra shapes, possesses high PGV/PGA and PGD/PGA ratios and is best characterized in the velocity and the displacement time-histories. Such ground motion is also characterized by its energy being contained in a single or very few pulses, thus capable of causing severe damage to the structures. This paper investigates the characteristics of near-fault pulse-like ground motions and their implications on the structural responses using new proposed measures, such as, the effective frequency range, the energy rate (in time and frequency domains) and the damage indices. The paper develops also simple mathematical expressions for modeling this class of ground motion and the associated structural responses, thus eliminating numerical integration of the equations of motion. An optimization technique is also developed by using energy concepts and damage indices for modeling this class of ground motion for inelastic structures at sites having limited earthquake data.

• 품질경영학회지
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• 제36권2호
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• pp.36-44
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• 2008

In this paper a novel feature extraction and selection is carried out in order to improve the discriminating capability between healthy and damaged structure using vibration signals. Although many feature extraction and selection algorithms have been proposed for vibration signals, most proposed approaches don't consider the discriminating ability of features since they are usually in unsupervised manner. We proposed a novel feature extraction and selection algorithm selecting few wavelet coefficients with higher class discriminating capability for damage detection and class visualization. We applied three class separability measures to evaluate the features, i.e. T test statistics, divergence, and Bhattacharyya distance. Experiments with vibration signals from truss structure demonstrate that class separabilities are significantly enhanced using our proposed algorithm compared to other two algorithms with original time-based features and Fourier-based ones.

• 대한기계학회논문집A
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• 제31권6호
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• pp.718-724
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• 2007

Some of gas turbine model of 7F-Class has constructed and is operating with units domestically. Non-destructive testing (NDT) is one of the methods being used to inspect damage $1^{st}$ stage bucket and review damage trends. We also analyze damage configuration and microstructure according to material and compare with pape of electric power research institute (EPRI). The damaged mode could be determined by leveraging failure analysis. Especially, configuration uprate of bucket is not only to prevent damage during operation but also avoid domestic manufacturing by the competitors. Modifications were mainly concentrated on surfaces such as cooling hole and bucket tips. Analyzing of bucket damage, the earlier model of 7F-Class used with one cycle with equivalent operation hour (EOH), has various cracking of the bucket surface. Bucket damage of new model is centered on tip area (54%) as analyzed by EPRI research. We conclude that improving bucket configuration would increase repair rate on the bucket tip.

• 한국산림과학회지
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• 제106권3호
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• pp.362-369
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• 2017

본 연구는 참나무시들음병 발생지역의 지형적, 공간적 발생분포에 대한 조사와 분석을 통하여 피해 예상지에 대한 적극적인 방제를 위한 기초 자료를 제공하고자 수행되었다. 참나무시들음병 피해는 경기도 파주시 광탄면 3개 지역에서 2011년부터 2015년까지 발생된 피해목을 모두 조사하여 분석하였다. 그 결과 참나무시들음병은 능선에 가까울수록 많은 수의 피해목이 발생되었으며, 보다 효과적인 방제를 위하여 능선을 기준으로 0~40 m까지 중점관리지역으로 선정하여 집중적인 방제작업이 필요할 것으로 사료된다. 또한 경사에 따른 피해상황이 지역에 따라 다르게 나타났으므로 피해발생을 경사도로 예측하기는 어려울 것으로 판단된다. 경급별로는 지역마다 본수비율이 가장 높은 평균 경급에서 피해목의 수가 가장 많은 것으로 분석되었다.

• Smart Structures and Systems
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• 제29권1호
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• pp.41-51
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• 2022

Cables are critical components of cable-stayed bridges. A structural health monitoring system provides real-time cable tension recording for cable health monitoring. However, the measurement data involve multiple sources of variability, i.e., varying environmental and operational factors, which increase the complexity of cable condition monitoring. In this study, a one-class classification method is developed for cable condition assessment using Bayesian factor analysis (FA). The single-peaked vehicle-induced cable tension is assumed to be relevant to vehicle positions and weights. The Bayesian FA is adopted to establish the correlation model between cable tensions and vehicles. Vehicle weights are assumed to be latent variables and the influences of different transverse positions are quantified by coefficient parameters. The Bayesian theorem is employed to estimate the parameters and variables automatically, and the damage index is defined on the basis of the well-trained model. The proposed method is applied to one cable-stayed bridge for cable damage detection. Significant deviations of the damage indices of Cable SJS11 were observed, indicating a damaged condition in 2011. This study develops a novel method to evaluate the health condition of individual cable using the FA in the Bayesian framework. Only vehicle-induced cable tensions are used and there is no need to monitor the vehicles. The entire process, including the data pre-processing, model training and damage index calculation of one cable, takes only 35 s, which is highly efficient.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2006년도 추계학술대회 논문집
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• pp.625-626
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• 2006

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2005년도 학술발표회 논문집
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• pp.331-342
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• 2005

This paper presents a non-destructive evaluation (NDE) technique for detecting damages on a jointed steel plate on the basis of the time of flight and wavelet coefficient, obtained from wavelet transforms of Lamb wave signals. Support vector machines (SVMs), which is a tool for pattern classification problems, was applied to the damage estimation. Two kinds of damages were artificially introduced by loosening bolts located in the path of the Lamb waves and those out of the path. The damage cases were used for the establishment of the optimal decision boundaries which divide each damage class's region from the intact class. In this study, the applicability of the SVMs was investigated for the damages in and out of the Lamb wave path. It has been found that the present methods are very efficient in detecting the damages simulated by loose bolts on the jointed steel plate.

• Earthquakes and Structures
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• 제18권5호
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• pp.567-580
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• 2020

In this paper, irregularly designed planar reinforced concrete wall structures are investigated computationally. For this purpose, structures consisting of four regular and irregular models of short-order (two-class) and intermediate (five-class) types have been investigated. The probabilistic evaluation of seismic damage of these structures has been performed by using the incremental inelastic dynamic analysis to produce the seismic fragility curve at different levels of damage. The fragility curves are based on two classes of maximum damage indices and the Jeong-Nansha three-dimensional damage index. It was found that there is a significant increase in damage probability in irregular structures compared to regular ones. The rate of increase was higher in moderate and extensive damage levels. Also, the amount of damage calculated using the two damage indices shows that the Jeong-Nensha three-dimensional damage index in these types of structures provides superior results.