• 환경영향평가
• /
• 제25권6호
• /
• pp.514-524
• /
• 2016

생명기후분석시스템(BioCAS)을 이용하여 서울시 전역의 폭염사례일 기온, 인지온도(PT), 초과사망률($r_{EM}$) 분포를 분석하였다. 분석 해상도는 25m 였으며, 사례일은 2012년 8월 5일이었다. 분석 결과는 관측된 사망률 및 내원환자수 자료와의 비교를 통해 평가되었다. 2004년에서 2013년의 폭염 원인인 사망률 자료와 2006년에서 2011년의 국민건강보험공단의 폭염 내원환자수 자료를 이용하여 행정구별 폭염 건강위험 자료를 추출하였다. 자료 비교를 위한 공간 해상도는 사망률 및 내원환자수 자료의 해상도인 행정구 단위였다. BioCAS에서 분석된 사례일 최고 인지온도 및 초과사망률 분포 자료는 행정구별 공간 평균, 최대, 최소 및 누적값으로 변환된 후 건강피해자료와 상관분석이 수행되었다. 분석 결과 일 최고 인지온도 및 초과사망률의 공간 평균값은 건강피해를 설명하지 못하는 것으로 나타났다. 대신 일 최고 인지온도의 공간 최솟값은 사망률과, 공간 최댓값은 내원환자수와 상관관계가 있는 것으로 나타났다(각각 r=0.53, r=0.42). 즉, 밀집된 건물에 의해 생겨나는 공간 최댓값은 낮 동안의 일사병 발생과 내원환자수 증가에 영향을 주었고, 식생에 의해 나타나는 공간 최솟값은 밤 동안의 열 스트레스를 감소시켜 사망률에 영향을 주었던 것으로 판단된다. 한편 분석된 초과사망률($r_{EM}$)은 공간 최댓값과 내원환자수가 상관관계가 있었지만(r=0.52) 사망률과의 상관관계는 인정되지 않았는데, 이것은 연령별 인구구성 차이에 따른 기저 폭염위험도 차이 등 행정구별 불균일성을 고려하지 못한 한계가 나타난 것으로 판단된다. 개별 건물과 식생의 열적 효과는 공간 평균보다 최대, 최소 등 그 분포가 중요한 것으로 나타났다. 이러한 고해상도 분석기술은 도시의 건강영향평가를 통해 도시개발에 관한 경제성 분석에 활용이 가능할 것으로 기대된다.

• 대한조선학회논문집
• /
• 제49권4호
• /
• pp.281-286
• /
• 2012

Single frame structures with notches were fractured by applying drop impact loadings at room temperature and low temperature. Johnson-Cook shear failure model has been employed to simulate the fractured single frame structures. Through several numerical analyses, material constants for Johnson-Cook shear failure model have been found producing the cracks resulted from experiments. Fracture strain-stress triaxiality curves at both room temperature and low temperature are presented based on the extracted material constants. It is expected that the fracture strain-stress triaxiality curves can offer objective fracture criteria for the assessment of structural fractures of polar class vessel structures fabricated from DH36 steels. The fracture experiments of single frame structures revealed that the structure on low temperature condition fractures at much lower strain than that on room temperature condition despite the same stress states at both temperatures. In conclusion, the material properties on low temperature condition are essential to estimate the fracture characteristics of steel structures operated in the Northern Sea Route.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2008년도 정기 학술대회
• /
• pp.590-595
• /
• 2008

In the present paper, the impact damage behavior of steel plate reinforced concrete panels exposed to shock impulsive loading and fragment impact loading is investigated. To evaluate the retrofit performance of a steel-strengthened concrete panels, a numerical experiment using a numerical simulation with AUTODYN, an explicit analysis program is introduced because a real explosion experiment requires the vast investment and expense for facilities as well as the deformation mechanisms are too complicated to be reproduced with a conventional closed-form analyses. The model for the analysis is simplified and idealized as a two-dimensional and axisymmetric case controled with geometry, boundary condition and material properties in order to obtain a resonable computation time. As a result of the analysis, panels subject to either shock loading or fragment loading without the steel plate reinforcement experience the perforation with spalled fragments. In addition, the panels reinforced with steel plate can prevent the perforation and provide the good mechanical effect such as the increase of global stiffness and strength through the composite action between the concrete slab and the steel plate.

• The Journal of Asian Finance, Economics and Business
• /
• 제7권6호
• /
• pp.537-550
• /
• 2020

This study attempts to identify gender and age discrimination by individual lenders in P2P lending markets by analyzing empirical transaction data from multiple platforms including Moneyauction, Popfunding, and 8percent. To do this, the study investigates the effects and importance of a borrower's gender and age on individual lenders' preferences and a borrower's actual repayment performance using multiple linear regression and relative weight analyses. As a result, no gender discrimination is found in the three Korean P2P lending markets, and such indiscrimination is rational, on the grounds that the borrower's gender does not have a statistically significant impact on the lenders' preferences as well as his/her actual repayment performance, and its relative importance is minimal. While, there marginally exists age discrimination against a borrower in the markets, and such ageism is likely to be irrational, on the grounds that the borrower's age has a partly significant and minimally important impact on the lenders' preferences, but has no significant and important impact on his/her repayment performance. For the first time, these findings help to clarify gender and age discrimination issues in the P2P lending market by identifying the rationality of individual lenders' preferences to the borrower's gender and age in the Korea.

• Journal of Advanced Research in Ocean Engineering
• /
• 제1권4호
• /
• pp.198-210
• /
• 2015

This paper presents the damage assessment of a free-fall dropped object on the seabed. The damage to a dropped object totally depends on the relationship between the impact energy and the soil strength at the mudline. In this study, unexpected dropping scenarios were first assumed by varying the relevant range of the impact velocity, structure geometry at the moment of impact, and soil strength profile along the penetration depth. Theoretical damage assessments were then undertaken for a free-fall dropping event with a fixed final embedment depth for the structure. This paper also describes the results of a three-dimensional large deformation finite element analysis undertaken for the purpose of validation. The analyses were carried out using the coupled Eulerian-Lagrangian approach, modifying the simple elastic-perfectly plastic Tresca soil model. The validation exercises for each dropping scenario showed good agreement, and the present numerical approach was capable of predicting the behavior of a free-fall dropped object.

• 한국자동차공학회논문집
• /
• 제21권6호
• /
• pp.100-107
• /
• 2013

Although automotive safety technologies have been developed steadily, the efforts for pedestrian protection still seems to be insufficient. In a car-pedestrian accident, the structures such as the engine under a hood, the lower part of a windshield and the A-pillar are the major causes of fatal pedestrian injuries. Recently, there have been several studies on the active safety system to reduce the pedestrian injuries. The safety system consists of an active hood lift system and a pedestrian airbag. In this research, the safety performance of the active hood lift system and the pedestrian airbag is investigated by using the finite element method. The finite element model of the system is set up based on the head impact test, and the impact analyses are performed. The necessity and the usefulness of the safety system are verified.

• International Journal of Automotive Technology
• /
• 제7권5호
• /
• pp.555-564
• /
• 2006

The aim of this paper is to contribute to the efficient design of traffic light poles involved in vehicle frontal collisions by developing a computer-based, finite-element model capable of capturing the impact characteristics. This is achieved by using the available non-linear dynamic analysis software "LS-DYNA3D", which can accurately predict the dynamic response of both the vehicle and the traffic light pole. The fiber reinforced polymer(FRP) as a new pole's material is proposed in this paper to increase energy absorption capabilities in the case of a traffic pole involved in a vehicle head-on collision. Numerical analyses are conducted to evaluate the effects of key parameters on the response of the pole embedded in soil when impacted by vehicles, including: soil type(clay and sand) and pole material type(FRP and steel). It is demonstrated from the numerical analysis that the FRP pole-soil system has favorable advantages over steel poles, where the FRP pole absorbed vehicle impact energy in a smoother behavior, which leads to smoother acceleration pulse and less deformation of the vehicle than those encountered with steel poles. Also, it was observed that clayey soil brings a slightly more resistance than sandy soil which helps reducing pole movement at ground level. Finally, FRP pole system provides more energy absorbing leading to protection during minor impacts and under service loading, and remain flexible enough to avoid influencing vehicle occupants, thus reducing fatalities and injuries resulting from the crash.

• Earthquakes and Structures
• /
• 제8권5호
• /
• pp.1127-1146
• /
• 2015

The excitation angle or angle of incidence is the angle in which the horizontal seismic components are applied with respect to the principal structural axes during a time history analysis. In this study, numerical simulations and parametric studies are performed for the investigation of the effect of the angle of seismic incidence on the response of adjacent buildings, which may experience structural pounding during strong earthquakes due to insufficient or no separation distance between them. A specially developed software application has been used that implements a simple and efficient methodology, according to which buildings are modelled in three dimensions and potential impacts are simulated using a novel impact model that takes into account the arbitrary location of impacts and the geometry at the point of impact. Two typical multi-storey buildings and a set of earthquake records have been used in the performed analyses. The results of the conducted parametric studies reveal that it is very important to consider the arbitrary direction of the ground motion with respect to the structural axes of the simulated buildings, especially during pounding, since, in many cases, the detrimental effects of pounding become more pronounced for an excitation angle different from the commonly examined 0 or 90 degrees.

• Environmental Engineering Research
• /
• 제25권1호
• /
• pp.71-79
• /
• 2020

This paper uses super-efficiency DEA model and Malmquist index to evaluate the carbon emission efficiency (CEE) values of the nine western provinces along the "Silk Road Economic Belt" for the period from 2000 to 2015, and analyses the influencing factors of the CEE. The major findings of this study are the following: (1) the overall CEE of the nine western provinces is not high, and there are significant inter-provincial differences in the CEE. Meanwhile, the provinces with higher levels of economic development generally have higher CEE. (2) The annual total factor productivity (TFP) of the nine western provinces, which is mainly determined by technological change, is greater than 1. Moreover, the total average growth rate of the TFP is 15.5%. (3) The CEE of the nine western provinces is not spatially dependent. In addition, the urbanization, openness, use of energy-saving technologies and research and development (R&D) investment have a significant positive impact on the CEE values, while the industrial structure, foreign direct investment, fixed asset investment, government expenditure levels and energy structure have a significant negative impact on the CEE. Among them, R&D investment is the primary factor in promoting the development of CEE, and the government expenditure has the greatest negative impact on the CEE.

• 노동경제논집
• /
• 제37권1호
• /
• pp.59-85
• /
• 2014

본 연구는 기업의 보상체계와 업무평가 투명성이 생산성에 미치는 효과를 분석하였다. 분석결과는 다음과 같다. 첫째, 호봉제와 같이 임금테이블에 기반을 둔 보상체계는 인센티브에 기반을 둔 보상체계보다 생산성이 낮은 것으로 나타났다. 둘째, 대체로 인센티브와 생산성 간에는 양(+)의 관계가 있는 것으로 나타났으나, 인사고과를 개별적으로 공개하는 집단에서는 역U자와 같은 비선형의 관계가 있는 것으로 나타났다. 셋째, 인센티브에 기반을 둔 보상체계라 하여도 평가시스템이 투명하지 않다면 인센티브가 생산성에 아무런 영향을 미치지 않는 것으로 나타났다. 종합적으로 볼 때 본 연구의 결과들은 적절한 인센티브와 업무평가 투명성이 뒷받침될 때 기업의 생산성이 향상될 수 있음을 시사한다.