• 한국지반공학회논문집
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• 제19권4호
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• pp.235-246
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• 2003

국내의 경우 이 등(1994)의 연구를 시작으로 국지 현장별로 타입말뚝의 지지력 증가효과에 대한 사례연구들이 있었다. 그러나 충분한 시험자료를 바탕으로 한 지지력 증가효과에 대한 전반적인 검토는 아직 미흡한 실정이고, 또한 지지력 증가효과에 지반조건 및 말뚝의 형상이 미치는 영향에 대해서는 아직 보고 된 바 없다. 타입말뚝의 지지력 증가효과를 실무적으로 이용하기 위해서는 현장에서 실구조물에 적용된 말뚝에 대한 시험자료의 분석을 실시하는 것이 필요하다. 본 연구에서는 말뚝기초의 설계 및 향후 사질토에서의 지지력 증가효과 등의 연구를 위한 기본 자료로 활용하기 위해 실구조물에 적용되는 다양한 시험말뚝의 시공과 동재하시험 자료 분석을 통해 지지력 증가효과에 대한 현상을 알아보았다. 말뚝의 동재하시험의 분석 결과, 말뚝지지력의 증가는 토질별로도 영향을 받지만 조성이력에도 영향을 받는 것으로 분석되었으며, 특히 사질토에도 상당한 지지력 증가효과가 나타났다. 이러한 말뚝의 지지력의 증가는 주로 주면부에서 발생하였으며, 선단형상에 따른 지지력 증가효과는 점성토에서는 폐단말뚝이 크고, 사질토에서는 개단말뚝이 큰 것으로 나타났다.

• 환경영향평가
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• 제21권4호
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• pp.567-572
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• 2012

This paper suggests the set-up plan of the assessment scope in road noise considering road characteristics with the prediction model of road noise. The RLS90 prediction model with some assumptions is used to establish the assessment scope of road noise. The main contents of the applied assumptions are smooth drive of cars, flat region, location of all noise sources in one lane, drive in design speed, and set-up of assessment scope according to traffic volume and car speed. The information of traffic volume to predict road noise is obtained by the distribution of small cars and full-sized cars in road. In this study, the total traffic volume in road is computed by adding the number of small cars to the conversion number of small cars, which means the number of small cars making the same noise as one full-sized car. The prediction result of road noise with the influence factor of traffic volume, car speed, distance between road and receiver is presented. The resultant assessment scope of road noise is obtained by combining road noise prediction data with the set-up standard of road noise assessment scope.

• 환경영향평가
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• 제21권2호
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• pp.247-254
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• 2012

This paper seeks for the set-up plan in the reasonable target area of environmental assessment. Domestically, the target area of environmental assessment is set up by the adjustment of opinion collection about the assessment scope result of an environmental factor. In a foreign country, the boundary of the target area for a development project is established with the environmental, economical, and social viewpoint based on the standard for significantly environmental impact. Based on the analysis of the present condition at home and abroad, the first set-up plan for the reasonable target area of environmental assessment is the preparation of the detailed term definition related to the target area of environmental assessment. The second is the arrangement of the judgement standard for significantly environmental impact. The quantitative assesment item can apply the present standard or regulation, and the qualitative assessment item can establish the standard based on factual and objective data. The last is the preparation of the reference material or the guideline for deciding the initial target area by the judgement standard and determining the final target area by opinion collection in the stage of scoping.

• Structural Engineering and Mechanics
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• 제69권4호
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• pp.467-477
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• 2019

Digital image correlation (DIC) is now a popular and extensively used full-field metrology technique. In general, DIC is performed by using a turnkey solution offered by various manufacturers of DIC. In this paper, a simple and economical set-up for DIC is proposed which uses easily accessible digital single-lens reflex (DSLR) camera rather than industrial couple-charged device (CCD) cameras. The paper gives a description of aspects of carrying a DIC experiment which includes experimental set-up, specimen preparation, image acquisition and analysis. The details provided here will be helpful to carry DIC experiments without specialized DIC testing rig. To validate the responses obtained from proposed DIC set-up, tension and fatigue tests on specimens made of IS 2062 Gr. E300 steel are determined. Tensile parameters for a flat specimen and stress intensity factor for an eccentrically-loaded single edge notch tension specimen are evaluated from results of DIC experiment. Results obtained from proposed DIC experiments are compared with those obtained from conventional methods and are found to be in close agreement. It is also noted that the high resolution of DSLR allows the use of proposed approach for fracture characterization which could not be carried out with a typical turnkey DIC solution employing a camera of 2MP resolution.

• 대한방사선치료학회지
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• 제16권2호
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• pp.1-8
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• 2004

목적 : 전신 정위적 방사선 수술환자 치료 시 환자의 set up을 정확히 확인하고 평가하는 것은 치료 성적을 좌우 하는데 중요한 요소이다. 특히 폐암 환자의 경우 호흡 등에 의한 종양의 움직임으로 인해서 L-gram이나 EPID를 이용하여 정확한 위치를 확인하는데는 여러 가지 어려움이 있다. 이러한 문제점들에 대하여 verification system(exactrac)을 이용하여 set up의 정확성을 확인해 보고자 한다. 대상 및 방법 : Body frame(elekta, sweden)을 이용하여 전신 정위적 방사선 수술을 받는 폐암 환자 6명을 대상으로 (ABC tool을 사용한 환자 5명과 사용 안한 환자1명) 기존의 L-gram과 EPIDs로 image를 획득하여 Ant, Lat image를 비교하여 환자의 set-up을 확인하고 CT에서 얻은 DRR image와 Verification system(exactrac)의 X-ray image를 얻어서 두image를 3차원적으로 fusion하여 그 좌표 값(vertical, longitudinal, lateral)을 분석하고 기존의 방법과의 차이를 확인하였다. 결과 : L-gram과 EPIDs로는 정확한 좌표 값보다는 주관적으로 Set up의 정확성 여부를 판단하여 치료할 수 있었지만 Verification system(exactrac)을 이용하여 확인한 결과 치료환자의 Set up 전, 후의 좌표 값(vertical, longitudinal, lateral)이 0.5cm이내에 포함되는 것을 볼 수 있었고 좌표 값의 차이를 시각적이고 객관적으로 평가할 수 있어서 Set up의 정확성을 판단하는 데 유용했다. 결론 : Verification system(exactrac)을 사용하면 환자의 Set up이 정확한 지 치료 전 또는 중간에도 시각적인 확인이 가능한 장점이 있지만 기존의 방법보단 확인과정이 조금 복잡하고 CT scan 시 3mm 이내로 해야 하며 X-ray image가 선명하게 나타나야 된다는 단점이 있다. 이러한 문제점만 해결된다면 Set up의 정확성을 쉽게 확인할 수 있어서 치료 시 많은 도움이 되리라고 생각된다.

• Genomics & Informatics
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• 제15권2호
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• pp.56-64
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• 2017

We have previously reported that NS-398, a cyclooxygenase-2 (COX-2)-selective inhibitor, inhibited replicative cellular senescence in human dermal fibroblasts and skin aging in hairless mice. In contrast, celecoxib, another COX-2-selective inhibitor, and aspirin, a non-selective COX inhibitor, accelerated the senescence and aging. To figure out causal factors for the senescence-modulating effect of the inhibitors, we here performed cDNA microarray experiment and subsequent Gene Set Enrichment Analysis. The data showed that several senescence-related gene sets were regulated by the inhibitor treatment. NS-398 up-regulated gene sets involved in the tumor necrosis factor ${\beta}$ receptor pathway and the fructose and mannose metabolism, whereas it down-regulated a gene set involved in protein secretion. Celecoxib up-regulated gene sets involved in G2M checkpoint and E2F targets. Aspirin up-regulated the gene set involved in protein secretion, and down-regulated gene sets involved in RNA transcription. These results suggest that COX inhibitors modulate cellular senescence by different mechanisms and will provide useful information to understand senescence-modulating mechanisms of COX inhibitors.

• 대한건축학회논문집:구조계
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• 제34권2호
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• pp.29-40
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• 2018

Strength design wind loads for the wind resistance design of structures shall be evaluated by the product of wind loads calculated based on the basic wind speed with 100 years return period and the wind load factor 1.3 specified in the provisions of load combinations in Korean Building Code (KBC) 2016. It may be sure that the wind load factor 1.3 in KBC(2016) had not been determined by probabilistic method or empirical method using meteorological wind speed data in Korea. In this paper, wind load factors were evaluated by probabilistic method and empirical method. The annual maximum 10 minutes mean wind speed data at 69 meteorological stations during past 40 years from 1973 to 2012 were selected for this evaluation. From the comparison of the results of those two method, it can be found that the mean values of wind load factors calculated both probability based method and empirical based method were similar at all meteorological stations. When target level of reliability index is set up 2.5, the mean value of wind load factors for all regions should be presented about 1.35. When target level of reliability index is set up 3.0, wind load factor should be presented about 1.46. By using the relationship between importance factor(conversion factor for return period) and wind load factor, the return periods for strength design were estimated and expected wind speeds of all regions accounting for strength design were proposed. It can be found that return period to estimate wind loads for strength design should be 500 years and 800 years in according to target level of reliability index 2.5 and 3.0, respectively. The 500 years basic wind speed map for strength design was suggested and it can be used with a wind load factor 1.0.

• Journal of the Korean Data and Information Science Society
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• 제15권2호
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• pp.339-345
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• 2004

This paper deals with a mixed logit model for ordered polytomous data. There are two types of factors affecting the response varable in this paper. One is a fixed factor with finite quantitative levels and the other is a random factor coming from an experimental structure such as a randomized complete block design. It is discussed how to set up the model for analyzing ordered polytomous data and illustrated how to estimate the paramers in the given model.

• 한국전기전자재료학회논문지
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• 제13권3호
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• pp.220-226
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• 2000

The piezoelectric material for piezoelectric transformer needs the high electromechanical coupling factor( $k_{p}$) the piezoelectric constant( $d_{33}$) and the mechanical quality factor( $Q_{m}$)in order to obtain high voltage step-up ratio and low temperature rising. In this study the piezoelectric transformers were fabricated using Pb［$Zr_{0.45}$/ $Ti_{0}$48//L $u_{0.02}$(M $n_{1}$3//S $b_{2}$3/)$_{0.05}$］ $O_3$(PMS-PZT) and Pb［Z $r_{0.25}$/ $Ti_{0.375}$(M $g_{1}$3//N $b_{2}$3/)$_{0.375}$］ $O_3$+0.5wt%Mn $O_2$(PMN-PZT) ceramics. The piezoelectric properties of PMS-PZT and PMN-PZT were measured. The voltage set-up ratios of the piezoelectric transformers using PMS-PZT and PMN-PZT were the value of 15, 20 respectively under 100$_{KΩ}$ in Rosen type transformer.r.ormer.r.r.r.r.r.r.

• Computers and Concrete
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• 제13권1호
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• pp.135-147
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• 2014

Strut-and-tie model (STM) has been recommended by many codes and standards as a rational model for discontinuity regions in structural members. STM has been adopted in ACI building code for analysis of reinforced concrete (RC) deep beams since 2002. However, STM recommended by ACI 318-11 is only applicable for analysis of ordinary RC deep beams. This paper aims to develop the STM for CFRP strengthened RC deep beams through the strut effectiveness factor recommended by ACI 318-11. Two sets of RC deep beams were cast and tested in this research. Each set consisted of six simply-supported specimens loaded in four-point bending. The first set had no CFRP strengthening while the second was strengthened by means of CFRP sheets using two-side wet lay-up system. Each set consisted of six RC deep beams with shear span to effective depth ratio of 0.75, 1.00, 1.25, 1.50, 1.75, and 2.00.The value of strut effectiveness factor recommended by ACI 318-11 is modified using a proposed empirical relationship in this research. The empirical relationship is established based on shear span to effective depth ratio.