• Journal of the Society of Naval Architects of Korea
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• v.33 no.2
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• pp.111-118
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• 1996

Ship structure basically consists of plate members and it's overall strength depends an the stiffness and strength of each plate member. The buckling strength of plate is one of the most important design criteria when we investigate the structural intergraty. Therefore, it is necessary to surly reasonable buckling formula in order to carry out a more efficient and reliable design. In the present study, the buckling design formula of plate panels under combined loads(inplane compression, tension and shear) is obtained on the theoretical solution or reference paper. This formula is compared with the existing theoretical solution, other author's formula[1], design codes of LR and results which are obtained by numerical analysis. It has a good correlation with numerical analysis results or theoretical ones. When we evaluate buckling strength of plate panels, this formula can be presented with reasonable accuracy.

• Journal of the Korean GEO-environmental Society
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• v.18 no.3
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• pp.5-14
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• 2017

Experimental study on strength characteristics of frozen soils is necessary for the safety evaluation of design and construction in cold region. The objective of this study is to evaluate the direct shear strength of frozen soils obtained from traditional system (Type-1), system with roller on the upper shear box (Type-2), and system with fixed upper shear box separated from bottom shear box (Type-3). Specimens mixed with sand, silt, and water are frozen to $-5^{\circ}C$, and then direct shear tests are conducted under the normal stress of 5, 10, 25, and 50 kPa. Experimental results show that the upper shear box of Type-1 touches the bottom shear box due to the rotation of the upper shear box. The shear strength obtained from Type-2 is overestimated because the preventing rotation force is added to shear force. Type-3 may acquire the only strength of the specimen, and shear strain at peak shear strength is similar to that at the beginning of vertical displacement occurrence. In addition, internal friction angle and cohesion at both peak and residual stresses in Type-3 are smaller than those of Type-2. This study shows that high strength specimens including frozen soils can be effectively evaluated using improved shear box system such as Type-3.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.11 no.2
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• pp.426-434
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• 2010

This study is experimentally performed to evaluate the strength reduction behavior and its statistical properties of plain woven glass/epoxy composites. The results indicate that the major impact damage of plain woven glass/epoxy composites is the fiber breakage and matrix crack, whereas the dominant impact damage of unidirectional carbon/epoxy laminates is the delamination, which depends on the stacking sequence. The residual strength prediction models, previously proposed on unidirectional laminates, are applied to evaluate the residual strength of plain woven glass/epoxy composites with impact damage. Among these models, the results by Caprino and Avva's model have a good agreement with the experimental results. To investigate the variability of residual strength of the impacted composite materials, a statistical model was proposed and its results were in conformance with the experimental results regardless of their thickness.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.437-438
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• 2010

This study was carry out to evaluate the effect of flexural behavior according to using hybrid steel fiber in UHPC. The evaluation of the flexural behavior of UHPC using hybrid fibers showed that the admixing of hybrid steel fibers at a volumic ratio of 2% increased the flexural strength by more than 27% (maximum 50%) compared to the use of steel fibers only. A ratio of 1.5% was seen to provide flexural strength exceeding the current strength of UHPC.

• The Journal of the Korea Contents Association
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• v.12 no.11
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• pp.30-38
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• 2012

Sentiment analysis is concerned with extracting and analyzing different kinds of user sentiment expressed in a variety of social media such as blog and twitter. Although sentiment analysis techniques are actively studied for these days, evaluation sets are not developed yet for Korean sentiment analysis. In this paper, we constructed an evaluation set for Korean sentiment analysis. To evaluate sentiment analysis systems more throughly, each sentence in our evaluation set is tagged with the polarity of the sentiment as well as the category and the strength of the sentiment. We divide kinds of sentiment into 7 positive categories and 15 negative categories. Each category is given the strength of the sentiment from 1 to 3. Our evaluation set consists of 3,270 sentences extracted from various social media. For each sentence, 5 human taggers assigned the category and the strength of the sentiment expressed in the sentence. The ratio of inter-taggers agreement was 93% in the polarity, 70% in the category, 58% in the strength of sentiment. The ratio of inter-taggers agreement our evaluation set is a bit higher than other evaluation sets developed for German and Spanish. This result shows our evaluation set can be used as a reliable resource for the evaluation of sentiment analysis systems.

• Proceedings of the Safety Management and Science Conference
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• 2000.05a
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• pp.309-314
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• 2000

산업안전을 평가하는 지수개발은 안전 프로그램의 발전 방향에 크게 기여하기 때문에 매우 중요하다. 한국에서는 현재 사업장의 안전평가를 위해서 산업재해 평가지수로서 재해빈도를 나타내는 도수율과 재해 강도를 나타내는 강도율을 주로 사용하고 있으며 그외에 연천인율, 종합재해지수등도 사용되고 있다. 이러한 산업안전평가지수들은 근로자들이 느끼는 주관적 안전의 정도를 나타내지 못한다. 근로자들이 느끼는 안전의 정도를 도수율과 강도율의 함수로 나타낸 평가지수인 동의안전지수(동의안전지수=0.2*도수율10.8*강도율)가 최근 개발되었다. 본 논문은 동의 안전지수를 이용하여 업종별 분석을 실시하여 업종별 근로자가 느끼는 위험의 정도를 알아내고, 이를 근거로 업종별 효과적인 안전관리 방안을 제시하고자 한다.

• Proceedings of the KAIS Fall Conference
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• 2004.11a
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• pp.296-298
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• 2004

본 연구에서는 압출성형에서 Nylon6 를 기재로 멜라민계 난연제를 사용하여 난연성 및 물성평가를 비교, 분석하였다. 멜라민계 난연제를 선택한 이유는 탈할로겐화 추세에 일조를 하며 연기가 적고, 생분해를 하는 물질이기 때문에 큰 장점이 있다. 또한 새로운 제품 및 적용범위를 발굴하기가 상대적으로 용이하다는 장점이 있기 때문에 멜라민계 난연제를 선택하였다. 난연 Test는 UL-94 측정방법을 이용하였고 물성평가는 UTM 측정기기로 인장강도, 연신율, 굴곡강도, 굴곡탄성율 측정하였다. 또 충격강도 시험기로 충격강도를 측정하였고, 물성평가 경우에는 난연제로 인한 물성저하를 최소화 하기위해 Nano-clay 를 첨가하여 비교하였다. 연구결과는 난연 Test 경우 난연제의 함량이 $5wt\%$ 이상이면 V0급으로 나왔고 물성평가에서는 Nanoclay를 첨가한 실험이 물성저하를 대처할 수 있을 정도의 결과로 보여 진다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.7
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• pp.5015-5020
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• 2015

Push-out test is performed on perfobond shear connectors applying ultra high performance concretes with compressive strength higher than 80 MPa to evaluate their shear resistance. The test variables are chosen to be the diameter and number of dowel holes and, the change in the shear strength of the perfobond rib connector is examined with respect to the strength of two types of UHPC: steel fiber-reinforced concrete with compressive strength of 180 MPa and concrete without steel fiber with compressive strength of 80 MPa. The test results reveal that higher concrete strength and larger number of holes increased the shear strength, and that higher increase rate in the shear strength was achieved by the dowel action.

• Journal of the Korean Geosynthetics Society
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• v.22 no.4
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• pp.35-42
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• 2023

This paper described the strength variation characteristics to evaluate the applicability of a reactive material that can absorb organic pollutants as an underground barrier. The Strength was evaluated by unconfined compression test. The test results showed that the strength of the reactive material according to the absorption of each pollutant was in the order of water > TCE > TPH. However, the strength of the reactive material absorbing TPH was greater than that of the case absorbing TCE, when the composition ratio of polynorbornene was 12% or less. The strength of the reaction material in contact with water continued to decrease as the polynorbornene composition ratio decreased. The strength of the reaction material in contact with TCE and TPH increased as the polynorbornene composition ratio decreased from 30% to 21%, and then decreased. In other words, the optimal composition ratio of the reactive material should be applied considering the strength due to contact with pollutants according to the stress conditions occurring in the ground.

• Journal of the Korean Recycled Construction Resources Institute
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• v.4 no.3
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• pp.269-275
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• 2016

In this study, the mechanical properties and the neutron shielding rate of concrete with the borosilicate glass and the amorphous boron steel fiber were investigated. The measures of this investigation includes air contents, slump loss, compressive strength, static modulus of elasticity, compressive toughness, flexural strength, flexure toughness and neutron shielding rate. As a result, the neutron shielding rate of the concrete with borosilicate glasses increased even though the compressive strength and flexural strength decreased in comparison with that of plain concrete. Also, the mechanical toughness and the neutron shielding rate of the concrete with amorphous boron steel fiber increased in comparison with that of plain concrete.