• 한국콘텐츠학회논문지
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• 제11권12호
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• pp.307-316
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• 2011

본 연구에서는 결혼이민여성의 지역사회 적응의 특성을 밝히고, 이를 토대로 결혼이민여성의 지역사회 적응 향상을 위한 실천적 함의를 도출하고자 하였다. 이를 위하여 2010. 4월부터 5개월간 8명의 참여자를 대상으로 면접을 실시하였다. 연구방법은 현상학적 연구 중 Colaizzi방법론을 채택하였는데, 심층면접을 통하여 녹취한 진술을 텍스트화 한 후, 유의미한 진술내용을 코딩하여, 주제(themes), 주제묶음(theme cluster)으로 범주화하였다. 분석결과, '내적역량의 강화', '문화적응', '제한적 수혜자 되기', '인적네트워크 없음', '미래를 낙관할 수 없음' '지역사회 안착을 염원함', '한국을 떠날 수 있음'으로 총 7개의 주제묶음과 17개의 주제, 47개의 의미를 도출하였다. 이러한 결과를 토대로 지역사회에서 결혼이민여성의 적응력 향상을 위한 사회복지실천의 함의를 제시하였다.

• 디지털융복합연구
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• 제10권10호
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• pp.1-11
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• 2012

범죄발생시 초동수사는 범죄피해자보호에 매우 중요하다. 경찰은 초동조치메뉴얼을 만들고 112신고시스템을 통하여 현장초동조치를 수행하고 있다. 그러나 최근 경찰초동수사의 실패사례가 발생하였다. 범인검거에는 성공했으나 범죄피해자보호에 실패한 경찰에 대한 사회적 비난이 거세었다. 앞으로 이런 일이 발생하지 않도록 초동수사의 개선방안이 요청된다. 이에 따라 범죄피해자보호를 위하여 경찰 초동수사에서 지역경찰 인사제도개선, 신고체계개선, 112신고와 119신고의 통합, 압수 수색규정의 개선, 피해자배려, 범죄대응훈련강화가 필요하다.

• 복합신소재구조학회 논문집
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• 제6권2호
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• pp.32-39
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• 2015

So far, square concrete filled tubular(CFT) columns have been used in a limited width thickness ratio. The reason is that local buckling occurs in steel tube easily. Once the local buckling occurs, the confinement effect of steel tube on concrete disappears. In this study, we developed welded built-up square steel tube with reinforcement which are placed at the center of the tube width acts as an anchor. 3 specimens of slender welded built-up square CFT columns and 3 specimens of slender welded built-up square steel tube columns were manufactured with parameters of width(B) of steel tube, width thickness ratio(B/t). we conducted a experimental test on the 6 specimens under eccentric load, and evaluated the structural resistance and behavior of 6 specimens.

• Earthquakes and Structures
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• 제18권3호
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• pp.321-335
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• 2020

The aim of the present contribution is to consider and underline the essential interactions among the historical knowledge, the seismic vulnerability assessment, the investigation experimental tools, the preservation of the architectural quality and the strengthening design in regard to architectural heritage conservation. These topics are argued in relation to Palazzo Murena in Perugia, designed in the eighteenth century by the famous Architect Luigi Vanvitelli, and currently headquarters of the city's University. Based on the surveys and the visual inspections, a preliminary a priori global analysis has been performed by means of the FME method. The obtained results permitted to plan an experimental tests campaign inclusive of structural health monitoring. The new achieved "knowledge" of the building allowed to refine the seismic safety assessment. In particular it was highlighted that the "mezzanine floor" can be a vulnerable element of the building with the collapse of its masonry walls. Preserving the architectural characteristics, a local reinforcement intervention is proposed for the above-mentioned level; this consists of the application of plaster with FRCM, assuring an adequate strength, without burden the masonry structure with additional weight, and therefore a decreasing of the seismic vulnerability. The necessity to consider, in this ongoing research, other local mechanisms is highlighted in the unfolding of the last part of work.

• Advances in concrete construction
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• 제8권2호
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• pp.77-90
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• 2019

This paper aims to investigate vibration frequency decrease (vibration period elongation) of reinforced concrete (RC) structure with unreinforced infill wall and reinforced infill wall exposed to progressively increased artificial earthquake load on shaking table. For this purpose, two shaking table experiments were selected as a case study. Shaking table experiments were carried on 1:1 scaled prototype one bay one storey RC structure with infill walls. The purpose of this shaking table experiment sequence is to assess local behavior and progressive collapse mechanism. Frequency decrease and eigen-vector evolution are directly related to in-plane and out-of-plane bearing capacities of infill wall enclosure with reinforced concrete frame. Firstly, frequency decrease-damage relationship was evaluated on the base of experiment results. Then, frequency decrease and stiffness degradation were evaluated with applied Peak Ground Acceleration (PGA) by considering strength deterioration. Lastly, eigenvector evolution-local damage and eigenvector evolution-frequency decrease relationship was investigated. Five modes were considered while evaluating damage and frequency decrease of the tested specimens. The relationship between frequency decrease, stiffness degradation and damage level were presented while comparing with Unreinforced Brick Infill (URB) and Reinforced Infill wall with Bed Joint Reinforcement (BJR) on the base of natural vibration frequency.

• Structural Engineering and Mechanics
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• 제15권2호
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• pp.181-198
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• 2003

Six large scale models of conventionally reinforced concrete coupling beams with span/depth ratios ranging from 1.17 to 2.00 were tested under monotonically applied shear loads to study their nonlinear behavior using a newly developed test method that maintained equal rotations at the two ends of the coupling beam specimen and allowed for local deformations at the beam-wall joints. By conducting the tests under displacement control, the post-peak behavior and complete load-deflection curves of the coupling beams were obtained for investigation. It was found that after the appearance of flexural and shear cracks, a deep coupling beam would gradually transform itself from an ordinary beam to a truss composed of diagonal concrete struts and longitudinal and transverse steel reinforcement bars. Moreover, in a deep coupling beam, the local deformations at the beam-wall joints could contribute significantly (up to the order of 50%) to the total deflection of the coupling beam, especially at the post-peak stage. Finally, although a coupling beam failing in shear would have a relatively low ductility ratio of only 5 or even lower, a coupling beam failing in flexure could have a relatively high ductility ratio of 10 or higher.

• Computers and Concrete
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• 제22권6호
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• pp.527-538
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• 2018

Buckling of longitudinal bars is a brittle failure mechanism, often recorded in reinforced concrete (RC) structures after an earthquake. Studies in the literature highlights that it often occurs when steel is in the post elastic range, by inducing a modification of the engineered stress-strain law of steel in compression. A proper evaluation of this effect is of fundamental importance for correctly evaluating capacity and ductility of structures. Significant errors can be obtained in terms of ultimate bending moment and curvature ductility of an RC section if these effects are not accounted, as well as incorrect evaluations are achieved by non-linear static analyses. This paper presents a numerical investigation aiming to evaluate the engineered stress-strain law of reinforcing steel in compression, including second order effects. Non-linear FE analyses are performed under the assumption of local buckling. A role of key parameters is evaluated, making difference between steel with strain hardening or with perfectly plastic behaviour. Comparisons with experimental data available in the literature confirm the accuracy of the achieved results and make it possible to formulate recommendations for design purposes. Finally, comparisons are made with analytical formulations available in the literature and based on obtained results, a modification of the stress-strain law model of Dhakal and Maekawa (2002) is proposed for fitting the numerical predictions.

• Structural Engineering and Mechanics
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• 제80권6호
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• pp.737-747
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• 2021

The objective of seismic resilience is to maintain or rapidly restore the function of a building after an earthquake. An efficient tilt mechanism at the member level is crucial for the restoration of the main structure function; however, the damage resistance of the members should be the main focus. In this study, through a comparison with the classical Flamant theory of local loading in the elastic half-space, an elastomechanical solution for the axial-stress distribution of a reinforced-concrete (RC) rocking column was derived. Furthermore, assuming that the lateral displacement of the rocking column is determined by the contact surface rotation angle of the column end and bending and shear deformation of the column body, the load-lateral displacement mechanical model of the RC rocking column was established and validated through a comparison with finite-element simulation results. The axial-compression ratio and column-end strength were analyzed, and the results indicated that on the premise of column damage resistance, simply increasing the axial-compression ratio increases the lateral loading capacity of the column but is ineffective for improving the lateral-displacement capacity. The lateral loading and displacement of the column are significantly improved as the strength of the column end material increases. Therefore, it is feasible to improve the working performance of RC rocking columns via local reinforcement of the column end.

• Ocean and Polar Research
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• 제33권4호
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• pp.473-483
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• 2011

In the recent WTO/DDA negotiations, discussions are progressing to forbid fishery subsidies which have negative effect on the natural environment and the fishery resources and to lower or to eliminate the tariff/non-tariff barriers that distort trade liberalization. As a result, linking to the weak structural environment of Korea's fishing villages; such a scheme has jeopardized the livelihood of fishermen who settle down in local fishing harbors. Against this backdrop, the government is attempting to positively respond to changes in the fishing environment in a number of different ways: promotion of fishing tourism, fishing harbor reinforcement in function, developing fishing villages, and harbors. With respect to investment by priority in fishing harbor development, it is very important to appropriately select investment targets based on objective criteria. A small number of harbors are chosen and investment plans by harbor are systematically devised, economic feasibility and the effects of investment are analyzed and reviewed in relation to each target harbor. This paper is designed to review and assess objective evaluation methods and the degree of importance for the designation of target harbors, dealing with local harbors in Chung Nam Do as a model. Each local government has tried to reorganize existing harbors and develop new harbors, considering a fall in the number of fishing vessels and the expansion of maritime leisure activities. In order to overcome the limit of existing harbors in function, to raise the income of fishermen, and to activate tourism, they have shifted their focus from simple functions such as vessel evacuation and anchoring to harbor beautification, which can work as a basis for fishing tourism. This paper points out that the AHP analysis method for prioritizing local harbors in Chung Nam Do should help to be chosen target harbors in other cities and provinces. Each local government has attempted to reorganize existing harbors and to develop new harbors, taking into consideration the decline in the number of fishing vessels and the expansion of maritime leisure activities. In order to overcome the limited number of functional harbors, to raise the income of fishermen, and to boost tourism, they have shifted their focus from simple functions, such as vessel evacuation and anchoring, to harbor beautification, which can work as a basis for fishing tourism. This paper shows that the AHP analysis method for prioritizing local harbors in Chungcheongnam-do could aid in the effective selection of target harbors in other cities and provinces.

• 한국문헌정보학회지
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• 제40권1호
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• pp.335-351
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• 2006

도서관이 보다 효율적으로 운영되기 위해서는 도서관 내부의 강 약점과 외부의 기회 위협 요인 등을 파악하여 미래의 발생가능성을 예측하고, 이에 대응하기 위한 최적의 전략방안을도출하여 활용할 수 있어야 한다. 이에 본 연구는 전략경쟁분석기법의 하나로 각광을 받고 있는 SWOT 분석을 통하여 A대학교 도서관의 전략경쟁을 분석하였다. 본 연구를 통하여 얻어진 결론은 다음과 같다. 첫째, A대학교 도서관의 강점은 도서관 직원의 전문성 체계적인 업무추진 계획 및 분장 디지털도서관 구축에 따른 고품질의 서비스 제공이다. 둘째, A대학교 도서관의 약점은 가용자원(인력, 예산, 공간)의 부족, 미래의 도서관 운영계획 부재, 능동적인 서비스 마인드의 부족이다. 셋째 A대학교 도서관의 기회는 디지털 정보환경에 따른 새로운 도약, 외부기관 및 도서관과의 교류협력 확대, 도서관 개방을 통한 지역거점 도서관으로의 위상 제고이다. 넷째, A대학교 도서관의 위협은 학교 당국의 도서관에 대한 인식 부족, 급변하는 정보환경에 따른 이용자의 다양한 정보요구, 강화된 저작권법에 따른 도서관 서비스의 제한이다. 다섯째, A대학교 도서관의 경쟁력 강화방안은 디지털 전문 인력의 확보를 통한 디지털 서비스의 강화, 외부기관 및 도서관과의 교류협력 강화를 통한 확장 서비스의 제공. 강화된 저작권법에 따른 차별화된 서비스의 개발이다.