• Composites Research
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• 제19권2호
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• pp.13-19
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• 2006

본 논문에서는 미세 방전가공(Electrical Discharge Machining; EDM) 기계를 위한 샌드위치 구조를 설계하기 위해 복합재료의 적층 순서, 두께, 그리고 리브의 형상 등을 고려한 파라메트릭 연구를 수행하였다. 샌드위치 구조는 면재인 섬유강화 복합재료와 심재인 레진 콘크리트 및 고분자 포움으로 이루어졌다. 컬럼은 정적 굽힘강성과 비굽힘강성을 높이기 위해 십자 리브를 가진 형상으로 설계하였으며, 적층 순서와 두께를 조절하였다. 베드의 경우 양방향의 강성을 동시에 향상시키기 위해 적층 순서와 리브 형상을 조절하였다. 최적의 고강성을 얻기 위하여 리브의 두께와 면재의 두께 등 설계 파라메터의 최적치를 제안하였다. 각 설계 파라메터의 변화에 따른 구조의 정적, 동적 강성의 변화를 확인하기 위해 유한요소해석을 수행하였으며, 진동 실험을 통하여 각 요소의 고유진동수와 감쇠비를 측정하여 비교하였다. 이러한 결과로부터 고정밀 미세 방전가공 기계 구조를 위한 최적의 형상조건을 제안하였다.

• 대한토목학회논문집
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• 제28권5A호
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• pp.665-672
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• 2008

본 연구에서는 교량이나 선박 등의 강구조물에서 널리 사용되고 있는 하중 전달형 십자형 필렛용접 시험편에 대해 피로시험을 실시하여, 용접 후처리 조건에 따른 피로강도를 분석하였다. 용접 후처리 방법으로는 Toe Grinding, TIG Dressing 및 Weld Profiling을 적용하였으며, 피로시험은 일정진폭 반복하중 하에서 실시하였다. 피로시험 결과 하중 전달형 십자형 필렛용접 시험편은 용접 후처리를 실시한 경우와 실시하지 않은 경우 모두에서 BS 피로설계기준의 F등급을 만족하는 결과를 나타내었다. 또한 용접 후처리 방법에 따른 피로강도의 향상 효과는 Toe Grinding, TIG Dressing, Weld Profiling 순서로 증가하는 것을 알 수 있었다.

• 한국강구조학회 논문집
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• 제23권4호
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• pp.503-514
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• 2011

본 연구에서는 콘크리트채움 U형 합성보와 H형강 기둥 십자형 합성접합부의 내진상세를 제시하고, 2개의 실물대 실험체를 설계/제작하여 강구조내진기준의 표준실험절차에 따라 내진성능을 평가하였다. 주요 실험체 구성요소는 춤 450mm(실험체 A) 및 550mm(실험체 B) U형 강재보, 두께 165mm의 골데크플레이트 위에 타설된 콘크리트 바닥슬래브, U형보의 완전합성작용을 하기 위한 전단스터드, 부모멘트 전달을 위한 4개의 주철근 및 H형강 기둥에 정착을 위한 용접커플러 그리고 접합부 보강을 위한 보강판으로 구성된다. 순수 강재 보-기둥 접합부와 상이한 U형 합성접합부의 독특한 특성을 고려하여, 지진하중 하에서 내진성능에 결정적 영향을 미치는 보-기둥 접합부의 용접부 취성파단, 강판의 국부좌굴, 주철근의 휨좌굴, 콘크리트 압괴 등의 한계상태가 적절히 제어되도록 실험체를 설계하였다. 강구조내진기준의 지진하중 가력프로그램에 따른 실험결과, 설계에서 의도한 바와 같이 여러 한계상태가 적절히 제어되어 실험체 A 및 B는 각각 6% 및 6.8% 라디안에 이르는 매우 뛰어난 층간변형능력을 발휘하였다. 이는 특수모멘트골조에 요구되는 4% 라디안 수준을 충분히 상회하는 만족스런 층간변형능력이다. 특히 접합부 강화전략에 의해 제안된 합성접합부 상세는 설계에서 의도한 것과 같이 소성힌지를 보강단부로서 밀어냄으로서 취약할 수 있는 보-기둥 용접접합부를 효과적으로 보호하였다. 실험체 A의 최종 파괴모드는 6.0% 층간변위에서 발생한 보강단부에 인접한 냉간성형 코너부의 점진적 저사이클피로에 의한 하부플랜지의 파단에 의해 발생하였다. 한편, 실험체 B는 8.0%의 높은 수준의 층간변위에서 발생한 볼트이음부 파단에 의해 내력을 상실하였다.

• 수산해양기술연구
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• 제54권1호
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• pp.25-31
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• 2018

In this study, the differences of holding power according to the shape and weight distribution of concrete weight used in shellfish shell fishery were investigated through the experiments. To investigate the differences in shape, five bar-shaped concrete weights with the same length and different cross-sectional shapes were produced. The sectional shape of each weight was square, triangle, circle, small cross, and large cross (SQ, TR, CI, CR-S, CR-L). Ten rectangular parallelepiped weights with different bottom area and cross-sectional area were produced. To investigate the differences by the weight distribution, the holding power on the square model (SQ) with six 50 g weights at different positions was investigated. All the holding power was obtained by measuring the tensile force generated when the concrete weight was pulled at a constant speed on the sand. As a result, there were no differences in holding power between the ten rectangular weights. However, the experiment on weights with different cross-sectional shapes showed differences in holding power. The holding power was higher in the order of CR-L > CR-S > CI > TR > SQ. In the weight distribution test, the holding power was higher as the front side of the weight was heavier. Generally, the frictional force is the same even if the shape is different, when two objects have the same value in the weight and the roughness. On the other hand, it seems to have a large impact when the shape of the bottom is deformed in the course of pulling the object. Particularly, the larger the degree of protrusion like cruciform weights, the more the holding power increased while deeply digging the bottom. It is also likely that the holding power increases as the front weight increases.

• 한국조경학회지
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• 제34권6호
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• pp.10-21
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• 2007

The purpose of this paper was to classify areas demanding to be transformed to green spaces and evaluate their grades for urban park and green networks. The results of this study are summarized below; 1. The results of the classified green spaces in the research areas fall into three types including children parks, neighborhood parks, and public green spaces. The three types of green spaces were analysed with recreational indexes. The zones disturbing the green-networks were sorted out. These zones should be changed into a supplementary green spaces for improving the recreational functions in the city. 2. For urban park and green networks, distances between the parks and size of the parks were adopted as indices. Based on the index of distances between the parks, disturbing zones were evaluated with 3 grades. The first grade includes primary industrial complexes and housing complexes. The second grade was observed mostly in industrial complex areas. The third grade includes housing complexes. Based on the indexes of size of parks, disturbing zones were evaluated with 2 grades. In the case of grade I, it appeared in housing complex. In the case of grade II, it appeared in industrial complex. 3. Then, we prioritized the disturbing zones with severity in order to make supplementary green spaces. Through the process, the zones of the grade I for two each recreational index were evaluated to two grades. The analysis results of evaluated zones were that grade II appeared over industrial and housing complexes widely. Grade I appeared over housing complexes. 4. It is necessary that the grade of disturbing zones should be considered as an order to make green spaces to supplement a green-network. For this, we formed a basic frame of a green-networks in Dalsu-Gu and placed the disturbing zones on the basic frame of a green-network. Consequently, The results were that the green-networks in Dalsu-Gu was composed on four green-network axes and its shape mirrored a cruciform (+) of northwest$\leftrightarrow$southeast direction and southwest$\leftrightarrow$northeast direction.

• Journal of Microbiology and Biotechnology
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• 제20권12호
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• pp.1735-1743
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• 2010

The full-length genes gyrB (2,415 bp), parC (2,277 bp), and parE (1,896 bp) in Edwardsiella tarda were cloned by PCR with degenerate primers based on the sequence of the respective quinolone resistance-determining region (QRDR), followed by elongation of 5' and 3' ends using cassette ligation-mediated PCR (CLMP). Analysis of the cloned genes revealed open reading frames (ORFs) encoding proteins of 804 (GyrB), 758 (ParC), and 631 (ParE) amino acids with conserved gyrase/topoisomerase features and motifs important for enzymatic function. The ORFs were preceded by putative promoters, ribosome binding sites, and inverted repeats with the potential to form cruciform structures for binding of DNA-binding proteins. When comparing the deduced amino acid sequences of E. tarda GyrB, ParC, and ParE with those of the corresponding proteins in other bacteria, they were found to be most closely related to Escherichia coli GyrB (87.6% identity), Klebsiella pneumoniae ParC (78.8% identity), and Salmonella Typhimurium ParE (89.5% identity), respectively. The two topoisomerase genes, parC and parE, were found to be contiguous on the E. tarda chromosome. All 18 quinolone-resistant isolates obtained from Korea thus far did not contain subunit alternations apart from a substitution in GyrA (Ser83$\rightarrow$Arg). However, an alteration in the QRDR of ParC (Ser84$\rightarrow$Ile) following an amino acid substitution in GyrA (Asp87$\rightarrow$Gly) was detected in E. tarda mutants selected in vitro at $8{\mu}g/ml$ ciprofloxacin (CIP). A mutant with a GyrB (Ser464$\rightarrow$Leu) and GyrA (Asp87$\rightarrow$Gly) substitution did not show a significant increase in the minimum inhibitory concentration (MIC) of CIP. None of the in vitro mutants exhibited mutations in parE. Thus, gyrA and parC should be considered to be the primary and secondary targets, respectively, of quinolones in E. tarda.