• 반도체디스플레이기술학회지
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• 제20권1호
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• pp.25-31
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• 2021

The semiconductor and display equipment demands an ultra-fine precision of several nm to several ㎛, and the scale is getting smaller due to the explosive development. The manufacturing process equipment for such products with ultra-fine precision is very sensitive to ultra-small vibrations flowing from the floor, resulting in problems of production defects and yield degradation. The vibration criteria are a standard that regulates the vibration environment of the floor where such precision process equipment will be installed. The BBN vibration criteria defined the allowable vibration velocity level in the frequency domain with a flat and inclined line and presented a rating according to it. However, the actual vibration criteria have appeared with various magnitudes in the frequency domain according to the dynamic characteristics of individual equipment. In this study, the relationship between the relative motion of two major points in the equipment and the vibration magnitude of the floor is presented using the frequency response function of a simple 3-DOF model. It is describing the magnitudes according to the frequency of the floor vibration that guarantees the allowable relative motion and this can be used as the vibration criteria. In order to obtain the vibration criteria experimentally a method of extracting through a modal test was introduced and verified analytically. It provides vulnerable frequency and magnitude to floor vibration in consideration of the dynamic characteristics of individual equipment. And it is possible to know necessary to improve the dynamic characteristics of the equipment, and it can be used to check the vibration compatibility of the place where the equipment will be installed.

• 정보보호학회논문지
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• 제30권6호
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• pp.1013-1021
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• 2020

악성코드 저자 식별은 알려진 악성코드 저자의 특징을 이용하여 알려지지 않은 악성코드의 저자 특징과 비교를 통해 악성코드를 식별하기 위한 연구 분야이다. 바이너리를 이용한 저자 식별 방법은 실질적으로 배포된 악성코드를 대상으로 수집 및 분석이 용이하다는 장점을 갖으나, 소스코드를 이용한 방법보다 특징 활용 범위가 제한된다. 이러한 한계점으로 인해 다수의 저자를 대상으로 정확도가 저하된다는 단점을 갖는다. 본 연구는 바이너리 저자 식별에 한계점을 보완하기 위하여 '바이너리로부터 의미론적 특징 정의'와 '서바이벌 네트워크 개념을 이용한 중복 특징에 대한 허용 범위 정의' 방법을 제안한다. 제안한 방법은 바이너리 정보로부터 Opcode 기반의 그래프 특징을 정의하며, 서바이벌 네트워크 개념을 이용하여 저자별 고유 특징을 선택할 수 있는 허용범위를 정의하는 것이다. 이를 통해 저자별 특징 정의 및 특징 선택 방법을 하나의 기술로 정의할 수 있으며, 실험을 통해 선행연구보다 5.0%의 정확도 향상과 함께 소스코드 기반 분석과 동일한 수준의 정확도 도출이 가능함을 확인할 수 있었다.

• 도시과학
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• 제11권2호
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• pp.19-24
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• 2022

Conventional RC beams for crossing small and medium-sized rivers do not have a cross-sectional area, so the floating debris is accumulated and disasters such as damage to bridges occur. To improve this, the PSC method was invented. However, this also had problems such as transverse curvature, increase in dead weight due to cross-sectional shape, and negative moment generated during serialization, so it was necessary to develop a new type of girder. Therefore, it was intended to propose a LIT(Leton Interaction Thrust) girder bridge that is safer and has better performance than the conventional PSC girder with improved section efficiency. Unlike existing girder bridges, the LIT girder has the feature that the change in the strands of the entire girder occurs only in the vertical direction when the first tension is applied because the tendon arrangement is symmetrical by applying the raised portion. In addition, slab continuation generates a secondary moment that is advantageous to the continuous point, effectively controlling the negative moment and preventing the corrosion of the tendon. The dimensions of the cross section were determined, and the arrangement of the strands was designed to conduct structural analysis and detailed analysis. As a result of the structural analysis, the stress of the girder showed results within the allowable compressive stress, and the deflection showed the result within the allowable deflection. showed results. In addition, a detailed analysis was performed to examine the stress distribution around the girder body and the anchorage area and the stress distribution of the embossed portion, and as a result, the stress of the girder body due to the tension force showed a stable level.

• 터널과지하공간
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• 제18권6호
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• pp.418-426
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• 2008

인도네시아 파시르탄광에서 적용되고 있는 전형적인 발파방법은 지표면을 유일한 자유면으로 하는 일자유면 노천발파 공법이다. 일반적으로 일자유면 발파방법은 자유면이 하나뿐이므로 구속이 커서 큰 지반진동을 일으키게 된다. 큰 지반진동은 다시 채광장의 경계를 이루는 사면의 안정성에 나쁜 영향을 미칠 수 있다. 이런 측면에서 발파로 인한 지반진동으로부터 파시르탄광의 채광장 사면과 폐석장의 안전을 확보할 수 있는 발파지침을 마련하기로 하였다 먼저, 파시르탄광에서 발파로 발생될 수 있는 지반진동 수준을 예측할 수 있는 예측식을 유도하였다. 다음으로, 채광장 사면과 폐석장의 폐석더미를 관리하기 위한 지반진동 허용수준을 PPV 측정치로 각각 120mm/s 및 60mm/s로 설정하였다. 도출된 예측식과 설정된 허용수준으로부터 현장에서 사용할 수 있는 안전발파를 위한 환산거리 조건식을 설정하였다. 설정된 환산거리 조건식은 채광장 사면과 폐석더미에 대해 각각 $D_s{geq}5$ 및 $D_s{geq}10$이다. 또한, 환산거리 조건식을 만족시킬 수 있도록 천공장 $3.3{sim}8.8m$에 대하여 몇 가지 표준발파패턴을 제안하였다.

• 한국수산과학회지
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• 제23권3호
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• pp.198-207
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• 1990

하천과 연안의 극심한 오염을 유발하고 있는 액상폐기물을 동해남부해역에 투기할 목적으로 용존산소분포에 기초하여 허용농도와 최적투기율을 결정하였다. 허용농도 산출은 Streeter-Phelps 모델을 이용하였으며 이 모델의 인자인 탈산소계수는 2개월 간격으로 1년동안 각 수심별 해수에 유기물을 주입한 후 산소소모양을 측정하여 Thomas slope method에 따라 구하였고, 재폭기계수는 Redfield의 폐쇄계모델을 적용, 1년간의 현장관측재료와 C. S. K 자료를 이용하여 산출하였다. 투기율은 Csanady의 초기희석 이론을 적용하였다. 연구결과 표층에서 각 수심까지의 탈산소계수는 하계 $0.24\~0.29/day$, 동계 $0.17\~0.20/day$였으며, 재폭기계수는 하계 $0.03\~0.39/day$, 동계 $0.04\~0.56/day$이었다. 이들 인자로써 초기희석수괴의 용존산소를 $5mg/{\iota}$ 이상으로 유지할 수 있는 각 수심까지의 허용농도는 하계 $2.83\~7.33mgBOD/\iota$, 동계 $4.37\~18.83mgBOD/\iota$이었다. 혼합수심(H)과의 관계를 이용하여 산출된 허용농도($mgBOD/\iota$)는 하계 $17.23\times(H)^{-0.37}$, 동계 $54.96\times(H)^{-0.62}$으로 표현할 수 있었다. 이 허용농도에 기초하여 최적투기율($m^3/sec$)은 이호의 폭(b, m), 흘수(h, m) 그리고 폐기물의 BOD($L_n$, $mg/\iota$)의 함수로 하계에는 $R=275{\times}bh^{0.63}/L_n$, 동계에는 $=745{\times}bh^{0.48}L_n$으로 산출되었다. 이러한 차리는 하계와 동계의 용존산소농도 분포와 이를 좌우하는 각 인자에 기인한 것이다.

• 터널과지하공간
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• 제4권2호
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• pp.132-143
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• 1994

Many methods and techniques to reduce ground vibrations are well known. Some of them are to adopt electric millisecond detonators with a sequential blasting machine or an initiating system with an adequate number of delay intervals. The types of electric detonators manufactured in korea include instantaneous, decisecond and millisecond delays but numbers of delay intervals are only limited from No.1 to No.20 respectively. It is not sufficient to control accurately millisecond time with these detonators in tunnel excavation. Sequential fire time refers to adding an external time delay to a detonators norminal firing time to obtain sequential initiation and it is determined by sequential timer setting. To reduce the vibration level, sequential blasting machine(S.B.M) with decisecond detonators was adopted. A total of 134 blasts was recorede at various sites. Blast-to-structure distances ranged from 20.3 to 42.0 meter, where charge weight varied from 0.24 to 0.75 kg per delay. The results can be summarized as follow: 1. The effects of sequential blasting machine on the vibration level are discussed. The vibration level by S.B.M are decreased approximately 14.38~18.05% compare to level of conventional blasting and cycle time per round can be saved. 2. The empirical equations of particle velocity were obtained in S.B.M and conventional blasting. V=K(D/W1/3)-n, where the values for n and k are estimated to be 1.665 to 1.710 and 93.59 to 137 respectively. 3. The growth of cracks due to vibrations are found but the level fall to within allowable value.

• 한국군사과학기술학회지
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• 제20권5호
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• pp.639-646
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• 2017

This paper describes the sound insulation and structural safety of the shelter which may be used for shooters. The noise level of the shelter should be less than 100 dB on the basis of the Industrial Safety and Act, the World Health Organization and the MIL-STD. The sound insulation design was designed for the shelter structure. The designed shelter performance was verified by the real measurement after completing the construction of the shelter. The system was also designed using the finite element method with data of sound pressure measured in the test. Its response was obtained numerically. It is proved that the shelter structure is sufficiently safe considering the calculated maximum stress level with the allowable stress of structural property.

• Structural Engineering and Mechanics
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• 제67권6호
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• pp.587-601
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• 2018

Elevated water tanks are inverted pendulum type structures where drift limit is an important criterion for seismic design and performance evaluation. Explicit drift criteria for elevated water tanks are not available in the literature. In this study, probabilistic approach is used to determine maximum drift limit for damage state of yielding and damage state of collapse for the elevated water tanks supported on RC frame staging. The two damage states are defined using results of incremental dynamic analysis wherein a total of 2160 nonlinear time history analyses are performed using twelve artificial spectrum compatible ground motions. Analytical fragility curves are developed using two-parameter lognormal distribution. The maximum allowable drifts corresponding to yield and collapse level requirements are estimated for different tank capacities. Finally, a single fragility curve is developed which provides maximum drift values for the different probability of damage. Further, for rational consideration of the uncertainties in design, three confidence levels are selected and corresponding drift limits for damage states of yielding and collapse are proposed. These values of maximum drift can be used in performance-based seismic design for a particular damage state depending on the level of confidence.

• 항공우주시스템공학회지
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• 제10권3호
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• pp.63-69
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• 2016

The properties of composite materials, when compared to those of metallic materials, are highly variable due to many factors including the batch-to-batch variability of raw materials, the prepreg manufacturing process, material handling, part-fabrication techniques, ply-stacking sequences, environmental conditions, and test procedures. It is therefore necessary to apply reliable statistical-analysis techniques to obtain the design allowables of composite materials. A new composite-material qualification process has been developed by the Advanced General Aviation Transport Experiments (AGATE) consortium to yield the lamina-design allowables of composite materials according to standardized coupon-level tests and statistical techniques; moreover, the generated allowables database can be shared among multiple users without a repeating of the full qualification procedure by each user. In 2005, NASA established the National Center for Advanced Materials Performance (NCAMP) with the purpose of refining and enhancing the AGATE process to a self-sustaining level to serve the entire aerospace industry. In this paper, the statistical techniques and procedures for the generation of the allowables of aerospace composite materials will be discussed with a focus on the pooling-across-environments method.

• 생물환경조절학회지
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• 제1권1호
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• pp.52-60
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• 1992

The optimum management of nutrient solution needs the effective combination of fertilizers as well as the accurate control of nutrient solution. This study was attempt to make a supporting system for effective fertilizer combination by using computer and also to develop a EC predicting equation for keeping the EC of solution within the allowable range after application of combined fertilizers. The supporting system consists of three parts : (1) data bases, (2) rules for deciding the kinds and amounts of fertilizers and (3) main control. With input data, the main control automatically constructs the network connecting the related data bases and subsequently executes the operation of searching proper fertilizers through it. For more effective searching, fertilizers are classified into two levels(level 1 and level 2) in consideration of solubility, price, and frequency in use, and searched in that order. The EC prediction equation, a extended form of the Robinson and Stroke's theoretical equation only available for a binary electrolyte, is suggested for predicting the EC of the nutrient solution containing many kinds of inorganic compounds. The comparison of predicted and measured ECs showed good agreements with the high correlation between the predicted EC decrement by ion interaction and the actual one(limiting EC minus measured EC).