• 센서학회지
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• 제31권1호
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• pp.64-68
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• 2022

Herein, we propose a LoRaWAN-based small draft system that can measure the ocean current flow (speed, direction, and distance) in real time at the request of the Coast Guard to develop a device that can promptly find survivors at sea. This system has been implemented and verified in the early stages of rescue after maritime vessel accidents, which are frequent. GPS signals often transmit considerable errors, so correction algorithms using the improved triangulation method algorithm are required to accurately indicate the direction of currents in real time. This paper is structured in the following manner. The introduction section elucidates rescue activities in the case of a maritime accident. Chapter 2 explains the characteristics and main parameters of the GPS surveying technique and LoRaWAN communication, which are related studies. It explains and expands on the critical distance error correction algorithm for GPS signals and its improvement. Chapter 3 discusses the design and analysis of small draft buoys. Chapter 4 presents the testing and validation of the implemented system in both onshore and offshore environments. Finally, Section 5 concludes the study with the expected impact and effects in the future.

• Advances in concrete construction
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• 제16권4호
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• pp.189-203
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• 2023

This study investigates the bending and stability properties of cylindrical constructions, with a focus on their use in the design and implementation of sporting equipment. The work focuses on a cylindrical construction resembling nanomotors, similar to components seen in sports equipment, using mathematical modeling based on high-order beam theory and nonlocal strain gradient theory. The analysis provides important insights into the dynamic behavior of these systems, revealing light on the impact of numerous factors such as rotational velocity, section change rate, and structural dimensions. The results show a relationship between angular velocity growth and section change rate, which leads to an increase in fundamental frequency values. Furthermore, the research emphasizes the effect of structural factors on dynamic deflection, giving critical information for increasing the stability and performance of sporting equipment. This study adds to the area of sports engineering by providing a more nuanced understanding of how cylindrical constructions react under diverse settings. The results will help to guide the design and manufacturing processes of sports equipment, assuring improved stability and performance for players across a wide range of sports.

• 한국건설순환자원학회논문집
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• 제6권1호
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• pp.16-24
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• 2018

본 연구에서는 3D 프린팅 공법 적용을 위한 콘크리트 기초 레올로지 분석을 목적으로 실험을 수행하였다. 콘크리트 구성성분 중 유동특성에 큰 영향을 미치는 인자(W/B, binder Type, replacement ratio, super plasticizer dosage)의 변화에 의한 레올로지 특성(rheological properties)을 실험적으로 분석하였다. 실험은 페이스트와 모르타르 크게 두 가지 인자로 구분하여 수행하였다. 페이스트 실험에서는 W/B, binder type, replacement ratio, super plasticizer dosage를 주요 변수로 설정하여 레올로지를 분석했다. 모르타르 실험에서는 W/B와 sand ratio에 따른 레올로지 특성을 분석했다. 결과적으로 W/B가 증가될수록 viscosity가 감소하였으며, FA를 치환할 FA 비율이 증가됨과 함께 viscosity가 증가하였다. 유동성 증가를 위해서는 SF를 5%만 치환해도 shear stress를 감소시키며 viscosity는 약 83%까지 감소되었다. 모르타르 레올로지 평가를 통해 W/B 30~40% 구간에서 큰 폭의 변화가 일어나는 임계치 구간이 존재하는 것으로 분석됐다. 또한 동일 W/B 내에서는 sand 비가 50~60% 구간에서 shear stress가 두 배 이상 증가하는 임계 구간이 존재하는 것으로 분석됐다.

• 한국가정과교육학회지
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• 제23권1호
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• pp.73-86
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• 2011

본 연구는 가정교과에서 다문화교육의 목표 및 내용 요소를 선정하고, 이를 통해 고등학교 기술 가정 교과서(가정 영역)에 반영된 다문화 내용의 분석 결과를 토대로 향후 교과서 개선 방안을 제시하는데 목적이 있다. 연구 결과 가정교과에서의 다문화교육의 목표를 '비판적 사고를 통한 다문화적 역량을 함양하여 새로운 문화 창조'로 설정하였다. 6종 기술 가정 교과서(가정 영역)의 다문화적 내용 요소를 분석한 결과 '지식 영역'에 압도적으로 많은 분포를 보이고 있었고, '기능 영역' 중 '대인 및 집단 가능' 부분이 매우 높은 비율을 차지하고 있었으며, '가치 영역'은 하위 요소별 그 분포가 비교적 고르게 나타났다. 대부분의 교과서는 우려나라 전통 문화 및 세계 여러 문화의 특정, 다문화 사회에 필요한 가치를 다루고는 있으나, 다른 문화와의 의사소통 방법 및 다양한 문화와 공존할 수 있도록 히는 내용은 부족하였다. 향후 교과서 개발 시 평등한 관점에서 다양한 문화를 이해하고 존중할 수 있게 하며, 사회 속에서 구체적으로 우리와 다문화 구성원들이 더불어 사는 방법, 환경, 가치관, 이념 및 태도 등을 비판적으로 사고하게 하는 내용을 포함할 필요가 있다. 이제 가정과교육은 다문화 사회에 살고 있는 학생들이 다양한 문화차이를 이해하는 수준을 뛰어넘어 비판적인 사고를 통해 바람직한 문화를 창조할 수 있도록 도와야 한다.

• Tuberculosis and Respiratory Diseases
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• 제83권2호
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• pp.141-146
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• 2020

Background: The burden of nontuberculous mycobacterial (NTM) pulmonary disease (PD) is increasing globally. To understand the treatment outcomes and prognosis of NTM-PD, a unified registry is needed. In this project, we aim to construct a multicenter prospective observational cohort with NTM-PD in South Korea (NTM-KOREA). Methods: The primary objective of this study is to analyze treatment outcomes according to the species. In addition, recurrence rate, adverse events, the impact of each drug on treatment outcomes as well as the impact of characteristics of mycobacteriology will be analyzed. The inclusion criteria for the study are as follows: fulfilling the criteria for NTM-PD having one of the following etiologic organisms: Mycobacterium avium complex, M. abscessus subspecies abscessus, M. abscessus subspecies massiliense, or M. kansasii; receiving the first treatment for NTM-PD after enrollment; age >20 years; and consenting to participate in the study. Seven institutions will participate in patient enrollment and about 500 patients are expected to be enrolled. Participants will be recruited from 1 March 2020 until 19 March 2024 and will be observed through 19 March 2029. During the follow-up period, participants' clinical course will be tracked and their clinical data as well as NTM isolates will be collected. Conclusion: NTM-KOREA will be the first nationwide observational cohort for NTM-PD in South Korea. It will provide the information to optimize treatment modalities and will contribute to deeper understanding of the treatment outcomes and long-term prognosis of patients with NTM-PD in South Korea.

• 복합신소재구조학회 논문집
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• 제4권2호
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• pp.39-44
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• 2013

This study is aimed to examine the influence of the rotational stiffness of U-shaped ribs on the local buckling behaviors of laminated composite plates. Applying the orthotropic plates with eight layers of the layup $[(0^{\circ})4]s$ and $[(0^{\circ}/90^{\circ})2]s$, 3-dimensional finite element models for the U-rib stiffened plates were setup by using ABAQUS and then a series of eigenvalue analyses were conducted. There is a need to develope a simple design equation to establish the rotational stiffness effect, which could be easily quantified by comparing the theoretical critical stress equation for laminated composite plates with elastic restraints based on the Classical laminated plate theory. Through the parametric numerical studies, it is confirmed that there should clearly exist an increasing effect of local plate buckling strength due to the rotational stiffness by closed-section ribs. An applicable coefficient for practical design should be verified and proposed for future study. This study will contribute to the future study for establishing an increasing coefficient for the design strength and optimum design of U-rib stiffened plates.

• Steel and Composite Structures
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• 제24권3호
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• pp.287-296
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• 2017

The buckling capacity of a radially retractable hybrid grid shell in the closed position was investigated in this paper. The geometrically non-linear elastic buckling and elasto-plastic buckling analyses of the hybrid structure were carried out. A parametric study was done to investigate the effects rise-to-span ratio, beam section, area and pre-stress of cables, on the failure load. Also, the influence of the shape and scale of imperfections on the elasto-plastic buckling loads was discussed. The results show that the critical buckling load is reduced by taking account of material non-linearity. Furthermore, increasing the rise-to-span ratio or the cross-section area of steel beams notably improves the stability of the structure. However, the cross section area and pre-stress of cables pose negligible effect on the structural stability. It can also be found that the hybrid structure is highly sensitive to geometric imperfection which will considerably reduce the failure load. The proper shape and scale of the imperfection are also important.

• 복합신소재구조학회 논문집
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• 제6권2호
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• pp.52-62
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• 2015

This study aims at developing a new seismic resistant method by using precast concrete wall panels for existing low-rise, reinforced concrete beam-column buildings such as school buildings. Three quasi-static hysteresis loading tests were performed on one unreinforced beam-column specimen and two reinforced specimens with U-type precast wall panels. Top shear connection of the PC panel was required to show the composite strength of RC column and PC wall panel. However, the strength of the connection did not influence directly on the ultimate loading capacities of the specimens in the positive loading because the loaded RC column push the side of PC wall panel and it moved horizontally before the shear connector receive the concentrated shear force in the positive loading process. Under the positive loading sequence(push loading), the reinforced concrete column and PC panel showed flexural strength which is larger than 97% of the composite section because of the rigid binding at the top of precast panel. Similar load-deformation relationship and ultimated horizontal load capacities were shown in the test of PR1-LA and PR1-LP specimens because they have same section dimension and detail at the flexural critical section. An average of 4.7 times increase in the positive maximum loading(average 967kN) and 2.7 times increase in the negative maximum loading(average 592.5kN) had resulted from the test of seismic resistant specimens with anchored and welded steel plate connections than that of unreinforced beam-column specimen. The maximum drift ratios were also shown between 1.0% and 1.4%.

• 한국철도학회논문집
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• 제13권5호
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• pp.521-527
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• 2010

포장궤도는 토공구간, 교량구간, 터널구간, 분기기구간 등 모든 구간에서 유지보수를 절감할 목적으로 적용한다. 토공구간에 포장궤도를 적용할 경우, 내구성에 가장 큰 영향을 미치는 것은 시공이음매부로서 구조적인 문제는 없으나 슬래브의 불연속으로 인한 단차가 발생하여 장기적인 사용성에 영향을 미칠 가능성이 있다. 따라서 이에 대한 검토를 위하여 실물의 포장궤도를 제작하여 시공이음매부와 연속부에서 가속실험을 실시하였다. 가속실험에서는 각 재하하중별 변위와 토압에 대한 경향을 비교함으로써 시공이음매부에서의 취약도를 평가하고자 하였다.

• Earthquakes and Structures
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• 제11권5호
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• pp.823-840
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• 2016

The plastic hinge lengths of beams and columns are a critical demand parameter in the nonlinear analysis of structures using the finite element method. The numerical model of a plastic hinge plays an important role in evaluating the response and damage of a structure to earthquakes or other loads causing the formation of plastic hinges. Previous research demonstrates that the plastic hinge length of reinforced concrete (RC) columns is closely related to section size, reinforcement ratio, reinforcement strength, concrete strength, axial compression ratio, and so on. However, because of the limitations of testing facilities, there is a lack of experimental data on columns with large section sizes and high axial compression ratios. In this work, we conducted a series of quasi-static tests for columns with large section sizes (up to 700 mm) and high axial compression ratios (up to 0.6) to explore the propagation of plastic hinge length during the whole loading process. The experimental results show that besides these parameters mentioned in previous work, the plastic hinge of RC columns is also affected by loading amplitude and size effect. Therefore, an approach toward considering the effect of these two parameters is discussed in this work.