• Annual Conference on Human and Language Technology
• /
• 1998.10c
• /
• pp.81-87
• /
• 1998

본 연구에서는 정보검색시스템의 모델로 문서 클러스터를 이용한 재순위화 모델을 제시한다. 이 방법은 검색단계와 분석단계로 이루어지는데, 검색단계에서는 역화일기법을 이용해서 질의어를 포함하는 문서들을 검색하여 질의어-문서 유사도에 따라 순위를 결정한다. 분석단계에서는 이미 구축된 문서 클러스터를 이용해서 검색되어진 문서들의 분석을 통해 질의어-클러스터 유사도를 계산한다. 질의어-문서 유사도와 질의어-클러스터 유사도를 결합하고, 이 유사도에 기반해서 문서들을 재순위화한다. 이때 이용하는 클러스터는 정적 클러스터이고, 질의어에 따라 서로 다른 클러스터를 생성하는 동적인 뷰를 제공한다. 재순위화 모델은 역화일 기법과 클러스터 분석기법이 가지는 장점을 결합하여 질의어 뿐만 아니라 문서에 포함된 모든 단어들을 분석함으로써 문서의 문맥을 고려할 수 있다. 제안하는 모델은 역화일 기법을 이용한 검색 결과에 비해서 우수한 성능 향상을 나타내고 있다.

• Proceedings of the Korea Information Processing Society Conference
• /
• 2011.04a
• /
• pp.1405-1408
• /
• 2011

소프트웨어 품질 측정은 소프트웨어 공학의 필수적인 요소이다. 소프트웨어 품질 척도 중 하나인 결합도는 모듈간의 얼마나 강하게 연결되어있는지를 나타낸다. 결합도는 소프트웨어의 결함-경향성, 모듈화, 재사용성, 변경-경향성 등 다양한 목적으로 사용된다. 기존의 결합도 척도들은 메소드호출 횟수에 의해서 결정되는데, 이는 메소드의 가중치를 고려하지 않기 때문에 결합도를 정확히 측정 하지 못한다. 본 논문은 페이지랭크 알고리즘을 이용하여 메소드의 가중치를 측정하고, 이를 이용한 결합도 척도 개선 방법에 대해 제안한다. 본 논문의 유효성을 검증하기 위하여, 4 개의 오픈 소스 프로젝트를 대상으로 기존의 방법과 개선된 방법으로 결합도 척도 3 개를 측정하였다. 개선된 결합도 3 개는 유지보수의 척도로 사용되는 변경-경향성(Change-Proneness)과의 상관계수가 기존의 결합도 척도에 비하여 눈의 띄게 향상되었다. 따라서 개선된 결합도 척도는 소프트웨어 품질을 더 정확하게 측정할 수 있다.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.14 no.5
• /
• pp.87-92
• /
• 2010

This study set up 25, 35% for silica fume, SFFB's 2 level and water-combination material ratio, silica fume 10% for substitution ratio, and 4 level of SFFB 5, 10, 15(%) in order to compare and analyze the quality characteristic of ultra high strength concrete according to the substitution ratio of silica fume free binder (SFFB) that can be utilized as a substitute material for silica fume. As a result of an experimentation, the lower water-combination material ratio was, the higher addition ratio of high performance water-reducing agent for securing target liquidity increased, and it indicated the tendency that addition ratio of high performance water-reducing agent decreases because of material characteristic that SFFB has a lower absorptiveness than silica fume. The best strength was shown when SFFB substitution ratio is 10% at compressive strength and when substitution ratio is 15% at tensile strength, and it was indicated that at autogenous shrinkage contraction decreases compared to Plain(SF) regardless of substitution ratio of W/B and SFFB.

• Journal of the Korea Concrete Institute
• /
• v.27 no.5
• /
• pp.511-519
• /
• 2015

Methods such table flow, slump and outflow time have used to be as a main evaluation criteria regards to fluidity of concrete. Since those methods mentioned above have some inaccuracies which are up to its condition of test. Studies that evaluate fluidity applying the rheology has increased its portion in this field. Meanwhile, demands for AAS binder have been increased in accordance with its demand for this market, studies for rheology of AAS binder are little though. Therefore, this paper mainly deals a rheological peculiarity of AAS binder according to its condition of W/B ratio and alkali activators. The fluidity of AAS paste was evaluated with the index of table flow and outflow time. And shear stress following its shear rate was analyzed through rheological test. Rheological parameters were deduced through this rheological test of Bingham model and analyzed its interrelation with fluidity test. As the final outcome, it proposed the interrelation among table flow, yield stress, viscosity and outflow time. In basis of this study, we would like to suggest a reference for mixing AAS mortars and concretes.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.7 no.3
• /
• pp.235-242
• /
• 2019

The objective of this study is to modify the mixture proportions of concrete that were developed for section enlargement strengthening elements using a specially designed binder composed of 5% ultra-rapid hardening cement, 10% polymer, and 85% ordinary portland cement in order to assign the self-compaction property to such concrete. The self-compaction abilities of concrete were estimated by the performance criteria specified in JSCE and EFNARC provions. Test results showed that the increase in the unit binder content at the consistent water-to-bider ratio led to increase in viscosity of fresh concrete but did not exhibit the decrease in the fluidity due to a greater viscosity. The mixture proportioning of self-compaction section enlargement concrete could be considered at the following conditions: unit binder contents of $430kg/m^3{\sim}470kg/m^3$ and fine aggregate-to-total aggregate ratios of 40%~46% at the water-to-binder ratio of 38%.

• Journal of the Korea Concrete Institute
• /
• v.18 no.6 s.96
• /
• pp.793-800
• /
• 2006

This paper reports test results to assess the influence of superplasticizers and different admixture on the flow and compressive strength development of cementless mortar using developed hwangtoh binder. Test specimens were classified into four groups: series for I the mixing ratio of superplasticizers, series II for a kind and replacement level of admixtures according to the variation of water/hwangtoh binder ratio, series III for the specific surface area and replacement level of ground granulated blast-furnace slag and series IV for the replacement level of powered superplasticizer agent developed to improve slump loss of concrete. The proper replacement level of each admixture is proposed for enhancement the flow and compressive strength of the hwangtoh binder mortar.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.2 no.4
• /
• pp.354-359
• /
• 2014

The objective of this study is to examine the fatigue behavior in compression of normal-weight and lightweight concrete mixtures with high volume supplementary cementitious material(SCM). The selected binder composition was 30% ordinary portland cement, 20% fly-ash, and 50% ground granulated blast-furnace slag. The targeted compressive strength of concrete was 40 MPa. For the cyclic loading, the constant maximum stress level varied to be 75%, 80%, and 90% of the static uniaxial compressive strength, whereas the constant minimum stress level was fixed at 10% of the static strength. The test results showed that fatigue life of high volume SCM lightweight concrete was lower than the companion normalweight concrete. The value of the fatigue strain at the maximum stress level intersected the descending branch of the monotonic stress-strain curve after approximately 90% of the fatigue life.

• Journal of Life Science
• /
• v.15 no.4 s.71
• /
• pp.542-547
• /
• 2005

Hypersensitivity of cells lacking Brcal to DNA interstrand .ross-link (ICL) agents such as cisplatin and mitomycin C(MMC) implicates the important role of Brcal in cellular response following ICL treatment. Brca1 plays an essential role in DNA double-strand break (DSB) repair through homologous recombination (HR)-dependent and -independent process. Recently, our group has been reported that Brca1 involves in cellular ICL response through HR-dependent repair process (Yun J. et at., Oncogene 2005). In this report, the involvement of Brca1 protein in HR-independent repair process is examined using isogenic $p53^{-/-}\;and\;p53^{-/-}\;Brcal^{-/-}$ mouse embryonic fibroblast (MEF) and psoralen cross-linked reporter reactivation assay. Brcal-deficient MEFs showed significantly low HR-independent repair activity compare to Brca1-proficient MEFs. Hypersensitivity to MMC and ICL reporter repair activity were restored by the reconstitution of Brca1 expression. Interestingly, MEFs expressing exon 11-deleted isoform of Brca1 $(Brca1^{\Delta11/\Delta11})$ showed high resistance to MMC and ICL reporter repair activity comparable to Brca1-reconstituted MEFs. Taken together, these results suggest that Brca1 involves in ICL repair through not only HR-dependent process but also HR-independent process using N-terminal RINC finger domain or C-terminal BRCT domain rather than exon 11 region which mediate interaction with Rad50.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.5 no.4
• /
• pp.114-121
• /
• 2010

Portland cement production is under critical review due to high amount of CO2 gas released to the atmosphere. Attempts to increase the utilization of a by-products such as fly ash and ground granulated blast-furnace slag to partially replace the cement in concrete are gathering momentum. But most of by-products is currently dumped in landfills, thus creating a threat to the environment. Many researches on alkali-activated concrete that does not need the presence of cement as a binder have been carried out recently. However, most study deal only with alkali-activated ground granulated blast furnace slag or fly ash, as for the combined use of the both, little information is reported. In this study, we investigated the influence of mixture ratio of fly ash/ blast furnace slag tand curing condition on the flowability and compressive strength of mortar in oder to develop cementless alkali-activated concrete. In view of the results, we found out that the mixture ratio of fly ash/blast furnace slag always results to be significant factors. But the influence of curing temperature in the strength development of mortar is lower than the contribution due to other factors. At the age of 28days, the mixture 50% fly ash and 50% ground granulated blast furnace slag activated with 1:1 the mass ratio of 9M NaOH and sodium silicate, develop compressive strength of about 65 MPa under $20^{\circ}C$ curing.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.19 no.4
• /
• pp.75-82
• /
• 2015

In this study, experimental research was carried out to evaluate steel reinforced ECC (Engineered Cementitious Composites) column, which exhibits excellent crack control property and highly ductile behavior. Ordinary portland cement and high volume fly ash were used as binding materials in the mixture proportions for the purpose of achieving a high level of multiple cracking property with the tightly controlled crack width. To compare with the cyclic behavior of steel reinforced ECC column specimen, a conventional reinforced concrete column was prepared and tested under reversed cyclic loading condition. Based on the cyclic load test, ECC column exhibited higher cyclic behavior, compared to the conventional RC column, in terms of load carrying capacity and energy dissipation capacity.