• 한국사회복지학
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• 제44권
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• pp.232-261
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• 2001

Because of their international importance, 'the Welfare Reforms' of the Thatcher government as well as Thatcherism were studied so much, and analysed so deeply. However, the existing studies mainly focused the institutional changes of the welfare state themselves and cynically criticized the decline of it. And, there is no study explained the Thatcher's reform as the changed balance of the British class strength. This means that the nature of the Thatcher's welfare reform is not scientifically clarified yet. So, I tried to examine this one again. For the purpose, I reviewed the nature of Thatcherism, described the changed welfare state, and analysed the result of the polling, the power dynamics of the Labour Party, the changed attitude of the Labour Party and the working class to the welfare state and Keynesianism, and the political attack of the Thatcher government on the working class and their response to it.

• 한국강구조학회 논문집
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• 제22권6호
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• pp.609-616
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• 2010

이 논문은 600MPa급 고강도강이 원형강관 건축구조용으로 이용될 때 중심압축재의 좌굴강도에 관하여 수치해석적으로 조사한 것이다. 600MPa급 고강도강의 소재인장시험 결과로부터 중심압축재의 좌굴강도를 산정하였으며, 좌굴강도 산정에는 Beam-Column이론에 근거한 방법과 Tangent Modulus 이론에 의한 양자의 방법을 이용하였다. 그리고 소성흐름이 없는 인장시험의 응력-변형도 관계를 비례한도의 크기와 비례한도에서 항복점에 이르는 접선계수의 기울기로 근사시키고 좌굴강도 미치는 영향인자를 조사하였다. 600MPa급 고강도강에 적용되는 현재의 건축기준은 압축재의 경우 항복강도 Fy값을 480Mpa 까지 상향조정하여도 무리가 없다고 사료된다.

• 한국산학기술학회논문지
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• 제21권12호
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• pp.162-169
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• 2020

본 연구는 고등부 씨름 선수들을 대상으로 체급별 기초·전문체력의 차이를 알아보는데 목적이 있다. 측정기간은 2019년 11월 25일-12월4일이며, 총 28명의 고등부 씨름 선수(80kg이하 7명, 90kg이하 8명, 90kg이하 7명, 100kg이상 6명)를 대상으로 체급별 기초·전문 체력요인(근력, 근파워, 민첩성, 무산소성파워, 유산소능력, 유연성, 등속성근기능)을 측정하여 비교·분석하였다. 자료처리는 SPSS 23.0을 활용하여 one-way ANOVA와 Duncan을 실시하였다. 그 결과 첫째, 악력과 팔굽혀펴기, 서전트점프, 제자리멀리뛰기, 체후굴, 체전굴, 사이드스텝, 반응시간에서 체급별 차이가 나타나지 않았다. 둘째, 배근력에서 100kg 이하인 그룹이 100kg 이상인 장사급보다 유의하게 낮게 나타났으며, 윗몸일으키기와 20m 셔틀런에서 장사급보다 유의하게 높게 나타났다. 셋째, 무산소성 최고파워와 평균파워의 상대적인 값은 100kg 이하인 그룹이 100kg 이상인 장사급보다 유의하게 높게 나타났다. 넷째, 등속성근기능의 경우 허리 신전/굴곡력과 무릎 관절의 우측 신전근력, 그리고 좌우측 굴곡근력에서 체급별 차이가 없었다. 본 연구 결과에서 얻은 결론은 고등부 씨름 선수의 경우 근파워, 유연성, 민첩성 그리고, 체중당 무산소성 평균파워와 등속성 허리근력, 무릎굴근력에서 체급에 따른 차이가 없다는 것을 확인할 수 있었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
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• pp.97-100
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• 2009

This study is a basic experiment to complement the problems in decrease of strength in case we change lots of fly ash("FA" here in after) in ordinary portland cement("OPC" here in after). Mixing plaster that is known to be effective in improvement in hydration of blast furnace slag powder("BS" here in after). After FA changed concrete is mixed, the study physical proporties such as compression strength, increased proportionaly. When second-class BS 5 % and gypsum 2 % changed, compare to OPC strength approximately 120 % was recorded after one day. In FA 20 % case, according to the ratio of gypsum changed results showed similar trend, but compared to FA 10 % changed concrete, expression strength improvement was lower.

• Computers and Concrete
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• 제28권5호
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• pp.521-532
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• 2021

Present paper focuses on the modeling of size effect on the compressive strength of normal concrete with the application of Discrete Element Method (DEM). Test specimens with different size and shape were cast and uniaxial compressive strength test was performed on each sample. Five different concrete mixes were used, all belonging to a different normal strength concrete class (C20/25, C30/37, C35/45, C45/55, and C50/60). The numerical simulations were carried out by using the PFC 5 software, which applies rigid spheres and contacts between them to model the material. DEM modeling of size effect could be advantageous because the development of micro-cracks in the material can be observed and the failure mode can be visualized. The series of experiments were repeated with the model after calibration. The relationship of the parallel bond strength of the contacts and the laboratory compressive strength test was analyzed by aiming to determine a relation between the compressive strength and the bond strength of different sized models. An equation was derived based on Bazant's size effect law to estimate the parallel bond strength of differently sized specimens. The parameters of the equation were optimized based on measurement data using nonlinear least-squares method with SSE (sum of squared errors) objective function. The laboratory test results showed a good agreement with the literature data (compressive strength is decreasing with the increase of the size of the specimen regardless of the shape). The derived estimation models showed strong correlation with the measurement data. The results indicated that the size effect is stronger on concretes with lower strength class due to the higher level of inhomogeneity of the material. It was observed that size effect is more significant on cube specimens than on cylinder samples, which can be caused by the side ratios of the specimens and the size of the purely compressed zone. A limit value for the minimum size of DE model for cubes and cylinder was determined, above which the size effect on compressive strength can be neglected within the investigated size range. The relationship of model size (particle number) and computational time was analyzed and a method to decrease the computational time (number of iterations) of material genesis is proposed.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2004년도 하계학술대회 논문집 C
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• pp.1676-1678
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• 2004

Class-F resin-rich type insulating tapes are generally used for the groundwall insulations of the large turbine generators with air-cooled and hydrogen-cooled stator windings. In this paper, mechanical strength properties degraded over aging time in higher temperature than designed one in normal condition were experimentally investigated and the results of comparative tests were presented on the existing class-F resin-rich type tape and a developed one after curing. The resin-rich insulating tapes with composite material of Mica/Epoxy/support currently were used in this test. The tests for tensile and flexural strength properties were conducted with the specimens which were composed of unaged and the aged specimens accelerated for one, two, and three thousand hours at 180 $^{\circ}C$. The tensional strength was only measured for the unaged specimens and the results are also presented to make a comparative test for their initial mechanical characteristics.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 추계 학술논문 발표대회 논문집
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• pp.133-137
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• 2006

Can examine cause that the construction industry is faced in crisis of skill exhaustion in two sides. One is the tribe of actuality production manpower by entry evasion and graying of young man class specially new manpower to the tribe of skill manpower. Another is qualitative decline of skill manpower. Generally, problem of the systematic knowledge tribe and the picking up tribe about new technology etc, exists because learn skill for shoulder beyond in spot. In cutting phenomenon of skill that is depended on personal relationships availability with skilled worker in hereafter, problem that worker who is old or enter through rain skilled worker does not learn all life skill is detected. These problems institute entry of young man class and necessity of systematic vocational education training specially new human strength strongly. This study does presentation of way to promote construction industry entry of young man class and improvement way of vocational education training system that can do to train these by function manpower by purpose.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2016년도 추계 학술논문 발표대회
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• pp.148-149
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• 2016

In this paper, the increase in chloride resistance of footing concrete at coastal area was evaluated by replacement of Mineral Admixture. In KBC 2009, the footing concrete's minimum specific concrete strength at coastal area is determined to 35MPa. However, this is criteria only based on the strength aspect. Thus, it is not considered to increase the chloride resistance by replacement of Mineral Admixture. According to the test results of chloride ions penetration resistance, 35MPa class concrete with OPC 100% shown inaccessible state. Low-strength (24~30MPa class) concretes with Mineral Admixture, however, presented better performances. In addition, chloride diffusion coefficient tests showed identical appearance. Therefore, the current KBC's chloride resistance criteria based on only concrete strength has to review for the reason it can cause many problems (ex. cost increases by growing concrete strength and the environmental issues by a lot of cement use).

• 한국지반공학회논문집
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• 제29권5호
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• pp.29-38
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• 2013

G-class 시멘트는 지열발전소 가동 시에 지열정에서 고온의 지열수나 증기를 심부에서 지표면까지 이동시키는 케이싱을 보호하는 시멘팅 재료로서 이용된다. 지열정을 통한 원활한 지열발전을 위해서는 시멘팅 재료의 물리적 특성들이 만족되어야 한다. 본 연구에서는 G-class 시멘트를 지열정 시멘팅 재료로서의 중요한 물리적 특성인 유동성, 일축압축강도, 열전도도, free fluid 함유율(Free fluid content) 등을 평가하기 위해, 다양한 물/시멘트 비 조건에서 실내실험을 수행하였다. G-class 시멘트에 대한 물리적 특성 평가를 통해 다음과 같은 결론을 도출하였다. (1) G-class 시멘트의 유동성은 소량의 응고지연제(retarder)를 첨가하여 증가 시킬 수 있다. (2) 유동성 확보를 위해 물/시멘트 비를 높일 경우, 일축압축강도가 감소하여 지열정의 구조적 문제를 야기할 수 있다. (3) G-class 시멘트의 열전도도는 지열정 가동 시에 지열정에서 외부 지반으로의 열손실이 거의 없을 정도로 낮게 평가되었다. (4) G-class 시멘트를 시멘팅 재료로 이용할 경우, 블리딩(bleeding) 가능성은 매우 낮은 것으로 판단된다. (5) 페놀프탈레인 지시약은 지열정 시공시 지표면에서 시추용 이수와 G-class 시멘트를 구분하기 위해 적합할 것으로 판단된다.

• 수산해양교육연구
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• 제28권6호
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• pp.1882-1893
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• 2016

This study intended to look into the causal relations, in which a ski class conducted at a college is linked from college students' participation motivation to satisfaction and revisit. Among others, this study intended to boost the quality of the ski class conducted at a college with focus on the difference between the influences on satisfaction and revisit according to pre/post class participation. Further, the purpose of this study is to inquire into an ultimate basic plan required for winter sports development on the basis of the deduced results, through which this study drew the conclusion as follows: First, it was found that the influence relationship between class satisfaction before/after class was established in a joy seeking factor according to ski class participation motivation. Second, the daily routine deviation factor among the sub-factors of ski class participation motivation was found to have a positive effect on revisit before/after class while friendship promotion factor, health factor and physical strength factor were found to have an influence on revisit after class.