• Proceedings of the Korean Magnestics Society Conference
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• 2001.04a
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• pp.34-35
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• 2001

• The Journal of Korean Society for Radiation Therapy
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• v.21 no.1
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• pp.17-23
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• 2009

Purpose: In treating head and neck cancer, it is very important to irradiate uniform dose on the junction of the bilateral irradiation field of the upper head and neck and the anterior irradiation field of the lower neck. In order to improve dose distribution on the junction, this study attempted to correct non uniform dose resulting from under dose and over dose using the field-in-field technique in treating the anterior irradiation field of the lower neck and to apply the technique to the treatment of head and neck cancer through comparison with conventional treatment. Materials and Methods: In order to examine dose difference between the entry point and the exit point where beam diffusion happens in bilateral irradiation on the upper head and neck, we used an anthropomorphic phantom. Computer Tomography was applied to the anthropomorphic phantom, the dose of interest points was compared in radiation treatment planning, and it was corrected by calculating the dose ratio at the junction of the lower neck. Dose distribution on the junction of the irradiated field was determined by placing low-sensitivity film on the junction of the lower neck and measuring dose distribution on the conventional bilateral irradiation of the upper head and neck and on the anterior irradiation of the lower neck. In addition, using the field-in-field technique, which takes into account beam diffusion resulting from the bilateral irradiation of the upper head and neck, we measured difference in dose distribution on the junction in the anterior irradiation of the lower neck. In order to examine the dose at interest points on the junction, we compared and analyzed the change of dose at the interest points on the anthropomorphic phantom using a thermoluminescence dosimeter. Results: In case of dose sum with the bilateral irradiation of the upper head and neck when the field-in-field technique is applied to the junction of the lower neck in radiation treatment planning, The dose of under dose areas increased by 4.7~8.65%. The dose of over dose areas also decreased by 2.75~10.45%. Moreover, in the measurement using low-sensitivity film, the dose of under dose areas increased by 11.3%, and that of over dose areas decreased by 5.3%. In the measurement of interest point dose using a thermoluminescence dosimeter, the application of the field-in-field technique corrected under dose by minimum 7.5% and maximum 17.6%. Thus, with the technique, we could improve non.uniform dose distribution. Conclusion: By applying the field-in-field technique, which takes into account beam divergence in radiation treatment planning, we could reduce cold spots and hot spots through the correction of dose on the junction and, in particular, we could correct under dose at the entry point resulting from beam divergence. This study suggests that the clinical application of the field-in-field technique may reduce the risk of lymph node metastasis caused by under dose on the cervical lymph node.

• Journal of the Korean Society for Nondestructive Testing
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• v.14 no.3
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• pp.194-205
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• 1994

이종재료 접합재의 연구개발(R&D)이나 품질보증(QA)분야에서 최적 접합조건의 신속한 결정과 사용중 접합재의 접합강도에 결정적으로 영향을 미치는 접합계면의 박리 미접합부등의 비파괴진단 평가기법에 적극 활용되고 있는 초음파비파괴평가(UNDE)기법의 주된 특징과 적용한계, 향후 연구되어야할 과제등을 최근의 특징적인 연구경향과 적용예를 중심으로 소개하고자 한다. 본고(本稿)에서 기술하는 초음파비파괴평가기법은 부분적으로는 기술의 안정화단계에 까지 상당히 접근하여, 현재 국내 반도체산업의 품질보증분야에서는 접합재료 접합계면의 비파괴적해석에 그 유용성이 어느정도 확인되고 있으나 정량적비파괴평가(QNDE)와 검사시스템의 꽃이라 불리는 전문가시스템화에의 접근에는 아직 해결되어야할 문제가 많다. 따라서, 저자들은 앞으로 접합재료 접합계면의 비파괴적해석에 관련한 연구사례와 결과를 정량적비파괴평가의 중요성과 방향성에 초점을 두고 본학회지를 통하여 계속 연재할 계획이다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.1
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• pp.126-133
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• 2017

This paper presents the shear capacities of hollow slab with plate and octagonal pillar type hollow sphere. Recently, the interest in precast hollow slab system for buildings is growing up according to the demand for high quality control and the increase in slab thickness. A hollow slab system is widely known as one of the effective slab system which can reduce self-weight of slab. However, hollow slabs are vulnerable to the deterioration in the shear strength due to the decrease of concrete at slab web which resists shear. Especially, in case of precast hollow slabs, it has joint surface between precast concrete slab modules along transverse axis of slab, and shear failure, that is caused by cracks at joints, has to be prevented. Therefore, in this study, shear capacity of the I-slab system is evaluated by 3-points-supported shear test along the longitudinal and transverse axis of slab specimen. Test results showed that I-slab had enough shear strength compared to theoretical shear strength even if it included the joint surfaces.

• Journal of the Korea Concrete Institute
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• v.22 no.2
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• pp.247-254
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• 2010

The purpose of study is to investigate the load resistance mechanism of MRS continuous joint designed with different details. Six full-scale specimens, which could simulate the negative moment region of the 8 m long MRS system, were prepared to evaluate the structural performance of the continuous joint. According to the experimental results, all specimens which include the specimen with dapped ends designed by loads at the construction stage were failed in a flexural manner and showed the load carrying capacity over the nominal flexural strength. Therefore it is recommended that the dapped ends for MRS continuous joints be designed for the loads of the construction stage. And the shear key, which was installed on the top of rib for MRS slab, helps the enhancement of strength and especially deformation capacity.

• The Journal of the Convergence on Culture Technology
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• v.6 no.1
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• pp.381-388
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• 2020

This paper discusses English Hedges or Hedging Expressions on the basis of their morphosyntactic-pragramatic properties within the perspective of sociolinguistics. The term, 'Hedges' for the past decades since Lakoff(1973), has received little attention from the English grammar circles such as morphosyntax and the generative grammar theories. This paper presents a more comprehensive approach to the identification, distributions, functions, and the morphosyntactic properties of English Hedges. The earlier research on English Hedges in the 70's show that hedges are metalinguistic or mitadiscourse expressions which constitute a means for executing Politeness strategy in pragmatics. Nonetheless, research from the interface of syntactic-pragmatics has been scarce. This article suggests a more complex body of English hedges that have not been extensively discussed in the literature. Additionally, their configurational domain is to be proposed as part of the PolP with [±hedged] above CP⁺ (or CP beyond). The ramifications of the current study are suggested in terms of comparative linguistics, EFL/ESL studies of English for global communication, and pragmatics-sensitive machine translation studies in the forseeable future.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 1997.11a
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• pp.25-30
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• 1997

각각의 구조용 재료가 가지는 특성을 상호 보완하기 위하여 이종재료를 접합하여 응용할 수 있는 새로운 개념의 재료가 하이브리드 복합재료이다. 이종재료가 접한된 하이브리드 복합재료의 기계적 특성은 하이브리드 복합재료가 가지고있는 접합구조에 크게 의존되어 이에 따른 실험의 결과는 매우 다양하게 보고되고 있으며, 접합구조를 가지는 재료에 대한 연구의 관심은 탄성계수가 상이한 재료의 접합 면에 대한 계면에서의 이론적 해석분야에 있다. (중략)

• Proceedings of the KIEE Conference
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• 2003.07c
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• pp.1917-1919
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• 2003

본 연구에서는 바이오 및 환경 분야에 적용 가능한 미세 유체소자 제작에 있어서 4" 유리 / 유리 웨이퍼접합을 시도하였으며, 접합결과 90%이상의 접합면적을 보였다. 접합된 샘플을 산 및 알카리 조건에 따른 인장시험결과 모든 조건에서 약 $2kgf/mm^2$ 이상의 접합강도를 보였으며 파괴는 접합면이 아닌 모재에서 발생되었다. 또한 미세유체소자 제작에 있어서 초음파를 이용하여 유리를 가공하였으며, 폭 $300{\mu}m$, 깊이 $200{\mu}m$의 미세채널을 제작하였다.

• Proceedings of the Korean Institute of Communication Sciences Conference
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• 1994.06a
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• pp.259-263
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• 1994

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.5A
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• pp.379-387
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• 2011

According to the development of ultra-high performance concrete (UHPC), its mechanical performance have been known as superior than normal and/or high performance concrete. However, its construction and structural safety must have studied with revisions and supplements. In this study, tests have been performed on UHPC precast segment joint with different levels of joint types and lateral forces under direct shear. From the results of the experimental tests, it can be concluded that the properties of the referred joints are significant for the resistance of shear behavior, and the increase of lateral force in these joints may suggest as critical lateral stress on that behavior.