• 한국경제지리학회지
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• 제24권4호
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• pp.400-410
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• 2021

본 연구는 2000년부터 2019년까지 우리나라 16개 광역시·도의 패널자료를 활용하여 확장된 STIRPAT 모형을 통해 이산화탄소 배출량 결정요인을 분석하였다. 패널 데이터의 횡단면 의존성과 계수 이질성을 검정한 후, 이들 특성을 반영한 MG, CCEMG, AMG 추정법을 통해 분석하였다. AMG 추정법을 통해 분석한 결과를 살펴보면, 소득, 인구, 에너지 집약도의 계수가 양(+)의 부호로 통계적으로 유의하게 나타났으나, 도시화는 통계적으로 유의하지 않는 것으로 나타났다. 우리나라 이산화탄소 배출량의 감소는 에너지 효율의 증가와 지속가능한 경제성장을 통해 이루어질 수 있다. 따라서 이산화탄소 감축기술의 적극적인 개발로 저탄소 사회를 구축하고, 이와 함께 기술혁신을 통해 장기적으로 생산성 향상을 유발하여 지속가능한 경제성장에 기여할 수 있는 정책수립이 필요하다.

• Journal of Preventive Medicine and Public Health
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• 제57권3호
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• pp.242-251
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• 2024

Objectives: The aim of this study was to analyze the relationship between objective social isolation (SI) and unmet medical needs (UMN) in adults aged 19 and older. Methods: A cross-sectional analysis was conducted of 208 619 adults aged 19 and older, excluding missing data, using the 2019 Korea Community Health Survey. To analyze the association between objective SI and UMN, the chi-square test and logistic regression analysis were performed. Results: The prevalence of UMN was 1.14 times higher (odds ratio [OR], 1.14; 95% confidence interval [CI], 1.06 to 1.23) among those with SI than among those without SI, and the OR for groups with 5 SI types was 2.77 (95% CI, 1.86 to 4.12) compared to those with no SI types. In addition, a stratified analysis by age group showed that the association between SI and UMN existed even in groups under 64 years old. However, among those aged 65 and older, SI was associated with an OR of 1.53 (95% CI, 1.37 to 1.71) for UMN compared to non-SI. As the number of SI types increased, the prevalence of UMN also increased, indicating a strong association between SI and UMN in older adults. Conclusions: This study found that individuals with SI experienced UMN due to fear and anxiety about interpersonal relationships. Therefore, based on the results of this cross-sectional study, it is necessary to investigate the causal relationship between SI and UMN through future longitudinal data.

• 한국수자원학회논문집
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• 제43권2호
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• pp.233-243
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• 2010

하도의 횡단 및 종단 지형자료와 조도계수를 이용하여 자연하천에 대한 Muskingum-Cunge 모형의 매개변수들을 추정하는 방법을 제안하였다. 우선 각 단면에서의 다양한 수위에 대하여 통수단면 및 동수반경을 계산한 후, Manning 공식을 이용하여 유량을 산정한다. 이러한 과정은 하도에서의 모든 단면에 대하여 반복되며, 최종적으로 통수단면과 유량을 통한 회귀 분석에 의하여 매개변수들을 추정한다. 이와 같은 Muskingum-Cunge 모형의 매개변수 추정과정을 남한강 구간에 적용하였다. 추정된 매개변수들을 사용한 Muskingum-Cunge 모형의 계산결과는 무차원 RMS 오차, 첨두유량의 크기 및 발생시각 등 모든 면에서 HEC-1의 Muskingum-Cunge 모형에 비하여 동역학적 모형의 계산결과와 잘 일치하는 것으로 나타났다.

• Restorative Dentistry and Endodontics
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• 제34권1호
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• pp.1-7
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• 2009

이 연구의 목적은 3차원 유한요소 모형 분석을 이용하여 삼각 대칭형과 5형태의 단면 및 변형된 사각 형태인 장방형 단면으로 분류되는 네 종류의 니켈티타늄 파일이 만곡 근관 적용 시의 응력 분포를 비교하는 것이다. 삼각 대칭형 단면 구조의 ProFile #30 / .06과 Heroshaper #30 / .06, 장방형 단면구조의 Mtwo #30 / .05와 NRT #30/ .06 파일을 마이크로컴퓨터 단층촬영을 하고 reverse engineering을 통하여 파일의 구조를 얻고 삼차원 유한요소모형을 제작하였다. 모형 근관 내에서 파일이 근관장끝까지 진입하여 회전할 때 발생하는von Mises 응력 분포 및 파일의 제거후의 잔류 음력의 분포양상을 ABAQUS 프로그램을 이용하여 비교하였다. 근관 내 회전 시에 발생하는 응력을 관찰하였을 때 NRT 파일에서 가장 큰 응력을 나타냈으며, 각 파일에서의 최고 응력과 최저 응력을 비교하였을 때 Mtwo파일에서 가장 큰 차이가 나타났다. 응력의 내부 분포 경향을 보았을 때 장방형 구조의 단면을 가진 Mtwo 및 NRT 파일에서 불연속적인 응력의 집중 부위가 관찰되었으며, 근관 외부로 파일을 제거하여 탄성 회복이 일어난 후의 잔류 응력도 NRT 파일에서 가장 높게 나타났다. 이상의 결과로 유추할 때, 삼각대칭 단면 구조를 가진 파일보다 S-형태의 단면과 변형된 사각 형태의 단면 등의 장방형 단면 구조의 파일이 파절의 위험성이 더 클 것으로 사료된다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2000년도 추계학술대회논문집B
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• pp.591-596
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• 2000

Flow through compliant tubes with linear taper in wall thickness is numerically simulated by finite element analysis. Two models are examined: a planar two-dimensional channel, and an axisymmetric tube. For verification of the numerical method, flow through a compliant stenotic vessel is simulated and compared to existing experimental data. Computational results for an axisymmetric tube show that as cross-sectional area falls with a reduction in downstream pressure, flow rate increases and reaches a maximum when the speed index (mean velocity divided by wave speed) is near unity at the point of minimum cross-section area, indicative of wave speed flow limitation or "choking" (flow speed equals wave speed) in previous one-dimensional studies. For further reductions in downstream pressure, flow rate decreases. Cross-sectional narrowing is significant but localized. When the ratio of downstream-to-upstream wall thickness is ${\le}$ 2 the area throat is located near the downstream end; as wall taper is increased to ${\ge}$ 3 the constriction moves to the upstream end of the tube. In the planar two-dimensional channel, area reduction and flow limitation are also observed when outlet pressure is decreased. In contrast to the axisymmetric case, however, the elastic wall in the two-dimensional channel forms a smooth concave surface with the area throat located near the mid-point of the elastic wall. Though flow rate reaches a maximum and then falls, the flow does not appear to be choked.

• 항공우주시스템공학회지
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• 제2권1호
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• pp.7-12
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• 2008

The three-dimensional finite element modeling of a composite rotor blade is very hard and requires much computation effort. The efficient method to model a composite beam is necessary for the dynamic and aeroelastic analyses of rotor blades. In this study, the beam modeling method of a composite rotor blade is studied using VABS. The computer program, VABS (Variational Asymptotic Beam Section Analysis), uses the variational asymptotic method to split a 3-D nonlinear elasticity problem into 2-D cross-sectional analysis and 1-D nonlinear beam problem. The VABS can produce the sectional stiffness coefficients of composite rotor blades with various cross section and initial twist/curvatures, and recover the original 3-D distribution of displacement/strain/stress fields. The results of various cross section beams show that VABS gives us the accurate results comparared to commercial codes and does not need much computation effort. It can be concluded that VABS provides the efficient method to establish the FE model of a composite rotor blade.

• Structural Engineering and Mechanics
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• 제4권1호
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• pp.25-35
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• 1996

This paper describes a continuum variational formulation for design optimization of nonlinear structures in the elastic-plastic domain, where unloading and reloading of the structures are allowed to occur. The Total Lagrangian procedure is used for the description of the structural deformation. The direct differentiation approach is used to derive the sensitivities of the various structural response measures with respect to the design parameters. Since the material goes into the inelastic range and unloading and reloading of the structure are allowed to occur, the structural response is path dependent and an additional step is needed to integrate the constitutive equations. It can be shown, consequently, that design sensitivity analysis is also path-dependent. The theory has been discretized by the finite element technique and implemented in a structural analysis code. Mathematical programming approach is used for the optimization process. Numerical applications on trusses are performed, where cross-sectional areas and nodal point coordinates are treated as design variables. Optimal designs have been obtained and compared by using two different strategies: a two level strategy where the levels are defined accordingly the type of design variables, cross sectional areas or node coordinates, and optimizing simultaneously with respect to both types of design variables.

• 복식문화연구
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• 제30권5호
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• pp.675-688
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• 2022

The purpose of this study is to analyze the body type characteristics of tall adult men aged 20 to 69 years to present base material on body dimensions for men's clothing companies. The research method comprised statistical analysis of 3D measurements after selecting items from the 8th Korean human body size survey related to the torso body types of 495 adult men who were at least 178cm tall. As a result, six factors were extracted, and the total explanatory variable of the entire factor was shown to be 80.499%. As a result of cluster analysis using this as an independent variable, three types were derived: Type 1, "a normal body type with an oval cross-sectional shape" (37.6%), with a larger vertical size and an oval chest cross-sectional shape compared to other types; Type 2: a "cylindrical thick body shape" (31.1%), which is the first stage of BMI obesity, with narrow shoulders and a cylindrical shape with a round cross-section; Type 3, "a body shape with broad shoulders and developed chest parts" (31.3%), with a horizontal size similar to Type 2 above the waist, but similar to Type 1 below. The results of this study are expected to be used as a basis for a clothing dimension system and clothing development for tall men reflecting the characteristics of the torso.

• 한국전자통신학회논문지
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• 제15권6호
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• pp.1055-1060
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• 2020

본 연구는 축소형 항공기의 레이다 단면적 분석 및 측정에 대한 연구이다. 사전에 축소형 항공기에 대한 레이다 단면적 특성을 전자기 해석 툴을 사용하여 분석하고 실제 축소형 항공기를 제작하여 무반사실에서 측정하였다. 측정 시 구모델을 사용하여 RCS 특성의 기준 데이터로 적용하여 실제 축소형 모델의 시험 결과 데이터에 적용하였다. 측정 방법은 시간 게이팅을 적용하여 무반사실 내부에서 산란되는 성분에 대한 영향을 제거하여 측정의 정확성을 향상시켰다. 축소형 모델의 RCS 시험 결과는 사전 해석 결과와 같이 초단파 대역에서 상대적으로 RCS 특성이 높게 측정되었다. 향후 본 연구를 통하여 파장이 상대적으로 큰 VHF/UHF 대역 레이다의 표적에 대한 RCS 분석 및 측정에 대한 특성 기술에 활용할 예정이다.

• Advances in Computational Design
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• 제4권4호
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• pp.381-395
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• 2019

This paper proposes a new approach to model the screw joints of integrated ceilings via the finite element method (FEM). The simulation models consist of the beam elements. The screw joints used in the main bars and cross bars and in the W bars and cross bars are assumed to be rotation springs. The stiffness of the rotation springs is defined according to the technical standards proposed by the National Institute for Land and Infrastructure Management of Japan. By comparing the results of the sheer tests and the simulation models, the effectiveness and efficiency of the simulation models proposed in this paper are verified. This paper indicates the possibility that the seismic performance of suspended ceilings can be confirmed directly via beam element models using FEM if the stiffnesses of the screw joints of the ceiling substrates are appropriately defined. Because cross-sectional shapes, physical properties, and other variables of the ceiling substrates can be easily changed in the models, it is expected that suspended ceiling manufactures will be able to design and confirm the seismic performance of suspended ceilings with different cross-sectional shapes or materials via computers, instead of spending large amounts of time and money on shake table tests.