• 한국지반공학회논문집
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• 제29권12호
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• pp.95-104
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• 2013

최근 시멘트혼합토(CSG)가 많은 설계 시공에 적용되어지고 있다. CSG재료는 경화 초기엔 흙과 같은 역학적 특성을 보이지만 시간이 경과함에 따라 점차 콘크리트 재료적 특성을 발현하게 된다. 경화된 시멘트혼합토는 작은 변형률에서 최대강도가 발현되고 이 후 급격한 취성파괴에 도달하는 탄성적인 성질을 띠게 된다. 본 연구에서는 이러한 CSG재료의 취성거동특성을 완화하고 상대적으로 취약한 인장성능을 개선하고자 PVA 섬유보강재를 적용하였다. 섬유보강 CSG재료는 재하시 하상시료와 섬유사이의 결합력으로 섬유에 인장력이 발생하여 혼합시료의 인장강도 증가와 급작스런 취성파괴발생을 방지할 수 있다. 실험결과 섬유보강만으로도 CSG재료의 응력-변형특성을 취성파괴에서 연성파괴로 유도할 수 있으며, 섬유보강에 의한 잔류강도 증가효과를 확인 할 수 있었다.

• Advances in concrete construction
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• 제8권3호
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• pp.173-185
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• 2019

This article presents a comparative study of the effect of steel layouts on the seismic behavior of transition steel-concrete composite connections, both experimental and analytical investigations of concrete filled steel tube-reinforced concrete (CFST-RC) and steel reinforecd concrete-reinforced concrete (SRC-RC) structures were conducted. The steel-concrete composite connections were subjected to combined constant axial load and lateral cyclic displacements. Tests were carried out on four full-scale connections extracted from a real project engineering with different levels of axial force. The effect of steel layouts on the mechanical behavior of the transition connections was evaluated by failure modes, hysteretic behavior, backbone curves, displacement ductility, energy dissipation capacity and stiffness degradation. Test results showed that different steel layouts led to significantly different failure modes. For CFST-RC transition specimens, the circular cracks of the concrete at the RC column base was followed by steel yielding at the bottom of the CFST column. While uncoordinated deformation could be observed between SRC and RC columns in SRC-RC transition specimens, the crushing and peeling damage of unconfined concrete at the SRC column base was more serious. The existences of I-shape steel and steel tube avoided the pinching phenomenon on the hysteresis curve, which was different from the hysteresis curve of the general reinforced concrete column. The hysteresis loops were spindle-shaped, indicating excellent seismic performance for these transition composite connections. The average values of equivalent viscous damping coefficients of the four specimens are 0.123, 0.186 and 0.304 corresponding to the yielding point, peak point and ultimate point, respectively. Those values demonstrate that the transition steel-concrete composite connections have great energy dissipating capacity. Based on the experimental research, a high-fidelity ABAQUS model was established to further study the influence of concrete strength, steel grade and longitudinal reinforcement ratio on the mechanical behavior of transition composite connections.

• 한국방재학회 논문집
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• 제11권2호
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• pp.45-52
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• 2011

고강도 콘크리트의 폭렬현상을 억제하여 내화 성능을 개선하기 위한 방법으로 고온에서 수증기가 콘크리트 표면으로 이동할 수 있도록 경로를 제공하여 주는 섬유를 혼입하는 방안이 있다. 본 연구에서는 섬유혼입 고강도 콘크리트 기둥에 대한 재하 내화 실험을 수행하였고, 내부 철근의 온도분포 예측을 위한 열전달 모델과 고온에서 콘크리트 기둥의 역학적 거동에 대한 재료모델을 제시하였다. 화재 시 콘크리트 내부의 물리적인 현상과 콘크리트의 열적 특성을 고려하여 선행 연구의 재료모델을 수정하였다. 수정한 모델을 이용한 섬유혼입 고강도 콘크리트의 유한요소 해석을 실행하였고, 재하 내화실험과의 비교를 통하여 재료모델을 제안하였다.

• 정보처리학회논문지:컴퓨터 및 통신 시스템
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• 제10권5호
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• pp.155-162
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• 2021

n-스텝 시간차 학습은 몬테카를로 방법과 1-스텝 시간차 학습을 결합한 것으로, 적절한 n을 선택할 경우 몬테카를로 방법과 1-스텝 시간차 학습보다 성능이 좋은 알고리즘으로 알려져 있지만 최적의 n을 선택하는 것에 어려움이 있다. n-스텝 시간차 학습에서 n값 선택의 어려움을 해소하기 위해, 본 논문에서는 Q의 과대평가가 초기 학습의 성능을 높일 수 있다는 특징과 Q ≈ Q^* 경우, 모든 n-스텝 누적 보상이 비슷한 값을 가진다는 성질을 이용하여 1 ≤ k ≤ n에 대한 모든 k-스텝 누적 보상의 최댓값과 평균으로 구성된 새로운 학습 타겟인 Ω-return을 제안한다. 마지막으로 OpenAI Gym의 Atari 게임 환경에서 n-스텝 시간차 학습과의 성능 비교 평가를 진행하여 본 논문에서 제안하는 알고리즘이 n-스텝 시간차 학습 알고리즘보다 성능이 우수하다는 것을 입증한다.

• 한국전산구조공학회논문집
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• 제31권6호
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• pp.315-329
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• 2018

최근 국내에서는 고층 벽식 아파트 건설 시, 하부 주차공간과 공용공간 확보를 위하여 RC 전이슬래브 시스템을 사용하는 경우가 증가하고 있다. 하지만 두께가 얇은 RC 무량판 슬래브를 위해 개발된 설계방법 및 구조성능평가 방법을 두께가 매우 두꺼운 전이슬래브 구조설계에 그대로 사용하고 있다는 문제점이 있다. 따라서 합리적인 전이슬래브의 구조설계를 위해서는 RC 전이슬래브 시스템의 2면 전단거동 양상에 대한 명확한 분석이 필요하다. 이에 따라 본 연구에서는 전이슬래브의 두께, 콘크리트 강도, 전단경간비, 철근비 등 다양한 설계변수에 따라 비선형 FEM을 이용하여 전이슬래브의 2면 전단거동을 분석하였다. 또한 비선형 FEM 해석결과와 기존의 2면 전단강도 평가식으로 예측한 전단강도를 비교분석하여 기존 평가식의 전이슬래브 2면 전단강도 평가 유효성을 검토하였다.

• Journal of the Korean Wood Science and Technology
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• 제47권5호
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• pp.655-662
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• 2019

This study evaluated the multi-bonding performances of timbers as well as those of reinforcement and timber to obtain data for preparing guidelines regarding the use of timbers as large structural members. For the multi-bonding performances of timbers, four types of bonding surfaces were prepared according to the pith position. For the bonding performances of FRP (fiber-reinforced plastic)/steel plate and timber, a total of 11 types of specimens were produced for the selection of the appropriate adhesive. The bonding performances of the produced specimens were evaluated through a water soaking delamination test, a water boiling delamination test, and a block shear strength test. The test results showed that the bonding strength of the bonding surface according to the pith position was highest in the specimen for which the two sections with the pith at the center of the cross-section on timber and between the bonding surfaces (the tangential and radial sections were mixed) were bonded. Furthermore, the specimens for which the section (radial section) with the pith on the bonding surface of the timber was bonded showed a high delamination percentage. The results of the block shear strength test showed that the bonding section did not have a significant effect on the shear strength, and that the measured wood failure percentage was higher than the KS standard value. The PVAc adhesive showed the highest bonding strength between larix timber and GFRP (glass FRP). Furthermore, the epoxy and polyurethane adhesives showed good bonding strength for CFRP (carbon FRP) and structure steel, respectively.

• 융합보안논문지
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• 제18권4호
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• pp.45-52
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• 2018

제4차 산업혁명 시대가 진전되어 정보통신기술이 획기적으로 발전하면서 사이버위협은 점점 더 지능적이고 고도화될 것이다. 그렇기 때문에 그 위협에 대한 대비책을 마련하면서 사고가 발생할 경우에도 체계적이고 신속한 조치를 취하기 위해서는 정보기관의 역할이 중요하다고 할 것이다. 그러나 우리나라는 이와 관련된 '국가사이버안보법안' 제정이나 "국가정보원법" 개정에 대한 논의가 지지부진하여 사이버위협을 대응하는데 어려움이 있는 실정이다. 이에 본 논문에서는 현행 법 체계상 정보기관의 사이버안보 기능, 최근의 법 제 개정 논의 동향과 우리 실정에 맞는 정보기관의 역할에 대한 시사점을 살펴본 후 향후 사이버안보 수행체계 보강을 위한 정보기관의 역할 정립 방안으로 사이버안보에 관한 첩보수집 분석 집중, 사이버위협 예측 대응역량 제고, 법과 원칙 준수를 위한 법적 토대 구축 등을 제시하고자 한다.

• Geomechanics and Engineering
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• 제17권1호
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• pp.81-95
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• 2019

Due to the importance of soil reinforcement using geotextiles in geotechnical engineering, study and investigation into long-term performance, design life and survivability of geotextiles, especially due to installation damage are necessary and will affect their economy. During installation, spreading and compaction of backfill materials, geotextiles may encounter severe stresses which can be higher than they will experience in-service. This paper aims to investigate the installation damage of geotextiles, in order to obtain a good approach to the estimation of the material's strength reduction factor. A series of full-scale tests were conducted to simulate the installation process. The study includes four deliberately poorly-graded backfill materials, two kinds of subgrades with different CBR values, three nonwoven needle-punched geotextiles of classes 1, 2 and 3 (according to AASHTO M288-08) and two different relative densities for the backfill materials. Also, to determine how well or how poorly the geotextiles tolerated the imposed construction stresses, grab tensile tests and visual inspections were carried out on geotextile specimens (before and after installation). Visual inspections of the geotextiles revealed sedimentation of fine-grained particles in all specimens and local stretching of geotextiles by larger soil particles which exerted some damage. A regression model is proposed to reliably predict the installation damage reduction factor. The results, obtained by grab tensile tests and via the proposed models, indicated that the strength reduction factor due to installation damage was reduced as the median grain size and relative density of the backfill decreases, stress transferred to the geotextiles' level decreases and as the as-received grab tensile strength of geotextile and the subgrades' CBR value increase.

• 대한예방한의학회지
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• 제24권3호
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• pp.57-67
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• 2020

Background : The Life cycle Health Promotion Programs using Traditional Korean Medicine (the Life cycle HaPPs-TKM) are the on-going 3rd stage projects that have centered on the development and dissemination of the standard life cycle HaPPs-TKM in the local community. The purpose of the study was to introduce the development background of the standard life cycle HaPPs-TKM and to suggest its activation plan. Methods : Academic and government research reports on the life cycle HaPPs-TKM were analyzed to introduce the development process, development backgrounds and the details of KM-HPP for each life cycle, such as infants and toddlers, adolescents, pregnant women, adults and the elderly. Results : We reviewed the development process of the standard life cycle HaPP-TKM consisted of a series of diagnosis on community members' health problems, establishment of project purpose, research on the involvement of KM intervention in a project, and final development of the project model. And we rediscovered that in the development backgrounds of KM-HPP, there were beneficial goals to manage and promote public health conditions for each life cycle. Conclusion : To activate life cycle HaPPs-TKM, we would recommend that activation plan should include six factors through systematic analysis of research reports. These factors consist of diversified goals for each life-cycle, competency reinforcement of local project manager, diversified Korean Medicinal modalities to enhance Sasang Constitution and Qigong, development of standard Outcome Index, periodical holding of performance contest, and improved guidance of government and associated entities through whole process of HaPP-TKM.

• Computers and Concrete
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• 제27권5호
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• pp.457-472
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• 2021

Reinforced concrete (RC) buildings in Taiwan have suffered failure from strong earthquakes, which was magnified by the non-ductile detailing frames. Inadequate reinforcement as a consequence of the design philosophy prior to the introduction of current standards resulted in severe damage in the column and beam-column joint (BCJ). This study establishes a finite element analysis (FEA) of the non-ductile detailing RC column, BCJ, and three-story building that was previously tested through a tri-axial shaking table test. The results were then validated to laboratory specimens having the exact same dimensions and properties. FEA simulation integrates the concrete damage plasticity model and the elastic-perfectly plastic model for steel. The load-displacement responses of the column and BCJ specimens obtained from FEA were in a reasonable agreement with the experimental curves. The resulting initial stiffness and maximum base shear were found to be a close approximation to the experimental results. Also, the findings of a dynamic analysis of the three-story building showed that the time-history data of acceleration and displacement correlated well with the shaking table test results. This indicates the FEA implementation can be effectively used to predict the RC frame performance and failure mode under seismic loads.