• 한국전자통신학회논문지
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• 제17권2호
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• pp.237-244
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• 2022

본 논문에서는 저층 고밀도 교외 환경에서 신호의 클러터 손실(Clutter loss)과 건물 인입 손실(Building entry loss)을 측정 후 분석했다. 선정된 환경에서 BEL, CL, BEL과 CL 결합 등 3가지 전파 모델을 측정하였다. 각 모델 측정 결과 바탕으로 BEL과 CL을 결합하였을 때의 수치를 분석했다. 각각 주파수에서 BEL과 CL 결합 측정값은 27.55dB 와 26.12dB 였으며, 계산값과 차이는 -4.19dB와 5.82dB였다. 측정이 건물 내부에서 이루어졌다는 점을 고려할 때 이러한 차이는 미미해 보인다. 따라서 BEL과 CL의 각각 측정값 합산과 결합 모델의 측정값을 비교하였을 때 -4.19dB와 5.82dB 오차를 도출하였고, 본 결과는 유사한 사례의 전파 모델 분석 시 참고 자료로 활용될 수 있을 것이다.

• Computers and Concrete
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• 제33권2호
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• pp.217-240
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• 2024

The purpose of this study is to propose new hysteretic characteristics of medium- to low-rise RC structures controlled by both shear and flexure. Through previous study, the dual lateral force-resisting system composed of shear and flexural failure members has a new failure mechanism that cooperates to enhance the flexural capacity of the flexural failure member even after the failure of the shear member, and the existing theoretical equation significantly underestimates the ultimate strength. In this study, the residual lateral strength mechanism of the dual lateral force-resisting system was analyzed, and, as a result, an equation for estimating the residual flexural strength of each shear-failure member was proposed. The residual flexural strength of each shear-failure member was verified in comparison with the structural testing results obtained in previous study, and the proposed residual flexural strength equation for shear-failure members was tested for reliability using FEA, and its applicable range was also determined. In addition, restoring-force characteristics for evaluating the seismic performance of the dual lateral force-resisting system (nonlinear dynamic analysis), reflecting the proposed residual flexural strength equation, were proposed. Finally, the validity of the restoring-force characteristics of RC buildings equipped with the dual lateral force-resisting system proposed in the present study was verified by performing pseudo-dynamic testing and nonlinear dynamic analysis based on the proposed restoring-force characteristics. Based on this comparative analysis, the applicability of the proposed restoring-force characteristics was verified.

• 한국구조물진단유지관리공학회 논문집
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• 제17권3호
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• pp.28-39
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• 2013

비보강 조적벽체를 이용한 저층 건축물은 국내에 가장 흔히 볼 수 있는 주거형태이지만, 비보강 조적벽체는 높은 횡강성에 비하여 연성능력 부족 등의 이유로 지진으로부터 구조적 피해를 피하기 힘든 횡력저항시스템으로 알려져 있다. 하지만, 국내 비보강 조적벽체 전단강도와 전단강성에 대한 실험적 연구는 부족한 편이며, 실제 지진이 발생했을 비보강 조적벽체를 횡력저항요소로 사용하는 건축물의 내진성능에 대한 연구는 상대적으로 부족한 실정이다. 이로 인하여 국내 비보강 조적벽체의 특성을 반영하고 있다고 볼 수 없는 FEMA 356에서 제시하고 있는 비보강 조적벽체의 전단강도와 강성을 준용하여 사용하고 있다. 본 연구에서는 우선 FEMA 356에서 제시하고 비보강 조적벽체의 전단강도와 강성을 실험결과와의 차이에 대해 기술하고, 이 차이가 현황조사와 실험데이터를 바탕으로 결정한 표본 비보강 조적조 건축물의 내진성능에 미치는 영향과 경과년수에 따른 영향을 증분동적해석을 이용하여 계산된 붕괴여유비와 구조성능의 불확실성을 표현하는 베타값을 이용하여 분석하였다. 해석결과를 통하여 FEMA 356에 의한 전단강도와 강성을 사용할 경우 조적조 건축물의 붕괴여유비와 베타값을 과소평가하는 것으로 나타났다. 하지만, 두 경우 모두 국내 내진설계기준에서 제시하는 성능기준을 만족하지 않는 것으로 나타났으며, 경과연수가 클수록 이런 현상은 뚜렷해지며, 30년 이상 경과된 조적조 건축물은 2400년 재현주기의 지진에 붕괴확률이 약 90%에 도달하는 것으로 나타났다.

• Wind and Structures
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• 제36권6호
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• pp.367-377
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• 2023

This study proposes a few-shot learning model for extrapolating the wind pressure of scaled experiments to full-scale measurements. The proposed ML model can use scaled experimental data and a few full-scale tests to accurately predict the remaining full-scale data points (for new specimens). This model focuses on extrapolating the prediction to different scales while existing approaches are not capable of accurately extrapolating from scaled data to full-scale data in the wind engineering domain. Also, the scaling issue observed in wind tunnel tests can be partially resolved via the proposed approach. The proposed model obtained a low mean-squared error and a high coefficient of determination for the mean and standard deviation wind pressure coefficients of the full-scale dataset. A parametric study is carried out to investigate the influence of the number of selected shots. This technique is the first of its kind as it is the first time an ML model has been used in the wind engineering field to deal with extrapolation in wind performance prediction. With the advantages of the few-shot learning model, physical wind tunnel experiments can be reduced to a great extent. The few-shot learning model yields a robust, efficient, and accurate alternative to extrapolating the prediction performance of structures from various model scales to full-scale.

• 한국지리정보학회지
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• 제21권4호
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• pp.26-49
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• 2018

본 연구는 도시지역을 대상으로 태양복사모델링을 수행하고 검증하여, 도시 내 열스트레스 완화에 대한 적용 가능성을 논의하였다. 이를 위해 연구지역은 항공 LiDAR 자료를 기반으로 실제 건물과 식생의 형태와 높이가 구현되었고, 보행자높이에서의 단파 및 장파복사 플럭스가 모의될 수 있도록 해상도를 향상시켰다. 고층 및 저층 건물이 고밀도로 존재하는 주거지역 $4km^2$에서 SOLWEIG 모델을 이용하여 복사플럭스를 모의하고, 지표에너지수지시스템의 Net radiometer를 이용한 복사플럭스 관측자료로 검증하였다. 그 결과 여름철 맑은 날 가장 높은 정확도를 나타냈고, 같은 날에 대한 평균복사온도를 모의한 결과, 그림자영향이 적은 저층 건물지역과 도로표면에서 가장 높은 수치를 나타냈으며, 고층 건물지역과 식생지역에서는 그림자의 영향으로 상대적으로 낮은 수치를 나타냈다. 본 연구에서 제안된 방법은 보행자높이에서 도시 내 열스트레스 지역 관리를 위한 높은 신뢰도를 보여주었다. 더욱 확장되고 있는 도시재생 및 재개발에 있어서, 새로운 주거환경을 도입하기 위해 도시 기반시설을 계획할 때 자연 및 인공 도시환경 설정과 관련된 많은 기능이 적용될 수 있다.

• 전기전자학회논문지
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• 제25권2호
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• pp.267-272
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• 2021

최근 화석에너지 고갈 및 환경 문제 해결을 위하여 신재생에너지와 탄소중립에 관한 관심이 집중되고 있다. 또한, 도시 건물의 고층화와 건물의 증가에 따른 건물에너지의 증가가 급속하게 되고 있다. 도시의 중심에 신재셍에너지원인 태양광 발전을 설치하는데 있어서 많은 제약사항이 있으며, 건물의 고층화가 됨에 따라 그늘이 형성되는 저조도 환경이 많이 발생하게 된다. 따라서 본 연구에서는 실외의 저조도 환경 및 실내의 조명 환경에서 전력발생이 가능한 발전소자를 개발하고자 한다. 저조도 환경에서의 발전소자는 태양전지의 종류중에 하나인 염료감응형 태양전지를 활용하고자 한다. 염료감응형 태양전지의 단위셀과 20cm×20cm 모듈을 제작하였고, LED, 할로겐램프, 3파장 램프의 광원을 활용하여 발전소자의 전기적 특성을 측정하였다. 단위셀의 광전변환효율은 LED, 할로겐 램프, 3파장 램프별로 17.2%, 1.28%, 19,2%로의 결과를 나타냈으며 20cm×20cm 모듈의 광전변환효율은 각각 10.9%, 8.7%, 11.8%의 결과를 나타내었다. 또한 모듈의 최대전력값은 광원별로 각각 13.1mW, 15.7 mW, 14.2 mW로서 저조도 환경에서 발전 가능성을 확인하였다.

• 한국전산구조공학회논문집
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• 제22권4호
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• pp.355-362
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• 2009

국내에 많이 건설되고 있는 빌라형 주택은 건축적인 요구를 위하여 저층부에 필로티를 두고 있는 경우가 많다. 구조물 상층부의 비내력벽에 의하여 저층에 연약층을 유발하고 따라서 지진에 매우 취약하다. 그러나 설계시 일반적인 설계방법과 동일하게 상부층의 칸막이벽은 비구조체로 간주되어 무시된다. 그러므로 설계단계에서 무시되는 비내력벽의 유무에 따라서 건축물이 어떠한 지진거동의 차이점을 보이는지 살펴볼 필요가 있다. 본 연구에서는 대상 건축물의 지진취약도 해석을 통하여 비내력벽의 유무에 따른 건축물의 지진거동을 평가하였다. 비내력벽의 유무에 따른 동일한 골조를 가지는 저층 철근콘크리트 건축물을 적용하여 지진거동에서 비내력벽의 영향을 평가하였다. 비내력벽은 보편화된 모형화 방법인 등가의 대각 압축 스트럿으로 고려하였다. 골조만 있는 모델과 연약층이 있는 모델의 취약도곡선을 비교하였다. 해석 결과로 연약층이 있는 RC 건물의 내진성능은 설계기준에서 제시하고 있는 성능수준을 만족하지 못하며 지진에 취약함을 보여준다.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2011년도 추계학술대회 초록집
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• pp.39.2-39.2
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• 2011

The new and renewable energy today has a great interest in all countries around the world. In special it has need more limit of the fossil fuel that needs of low carbon emission among the social necessary conditions. Recently, the high-rise building demand the structural safety, the economic feasibility and the functional design. The high-rise building spends enormous energy and it satisfied the design in solving energy requirements. The requirements of energy for the building depends on the partly form wind energy due to the cladding of the building that came from the surroundings of the high-rise building. In this study of the wind energy, the cladding of the building was assessed a tentative study. The wind energy obtains from several small wind powers that came from the building or the surrounding of the building. In making a cladding the wind energy forms with wind pressure by means of energy transformation methods. The assessment for the building cladding was surrounded of wind speed and wind pressure that was carried out as a result of numerical simulation of wind environment and wind pressure which is coefficient around the high-rise building with the computational fluid dynamics. In case of the obtained wind energy from the pressure of the building cladding was estimated by the simulation of CFD of the building. The wind energy at this case was calculated by energy transform methods: the wind pressure coefficients were obtained from the simulated model for wind environment using CFD as follow. The concept for the factor of $E_f$ was suggested in this study. $$C_p=\frac{P_{surface}}{0.5{\rho}V^{2ref}}$$ $$E_c=C_p{\cdot}E_f$$ Where $C_p$ is wind pressure coefficient from CFD, $E_f$ means energy transformation parameter from the principle of the conservation of energy and $E_c$ means energy from the building cladding. The other wind energy that is $E_p$ was assessed by wind power on the building or building surroundings. In this case the small wind power system was carried out for wind energy on the place with the building and it was simulated by computational fluid dynamics. Therefore the total wind energy in the building was calculated as the follows. $$E=E_c+E_p$$ The energy transformation, which is $E_f$ will need more research and estimation for various wind situation of the building. It is necessary for the assessment to make a comparative study about the wind tunnel test or full scale test.

• 한국환경과학회지
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• 제26권9호
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• pp.1057-1072
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• 2017

In order to investigate the effect of air temperature reduction on an urban neighborhood park, air temperature data from five inside locations (forest, pine tree, lawn, brick and pergola) depending on surface types and three outside locations (Suwon, Maetan and Kwonsun) depending on urban forms were collected during the summer 2016 and compared. The forest location had the lowest mean air temperature amongst all locations sampled, though the mean difference between this and the other four locations in the park was relatively small ($0.2-0.5^{\circ}C$). In the daytime, the greatest mean difference between the forest location and the two locations exposed to direct beam solar radiation (brick and lawn) was $0.5-0.8^{\circ}C$ (Max. $1.6-2.1^{\circ}C$). In the nighttime, the mean difference between the forest location and the other four locations in the park was small, though differences between the forest location and locations with grass cover (pine tree and lawn) reached a maximum of $0.9-1.7^{\circ}C$. Comparing air temperature between sunny and shaded locations, the shaded locations showed a maximum of $1.5^{\circ}C$ lower temperature in the daytime and $0.7^{\circ}C$ higher in the nighttime. Comparing the air temperature of the forest location with those of the residential (Kwonsun) and apartment (Maetan) locations, the mean air temperature difference was $0.8-1.0^{\circ}C$, higher than those measured between the forest location and the other park locations. The temperatures measured in the forest location were mean $0.9-1.3^{\circ}C$ (Max. $2.0-3.9^{\circ}C$) lower in the daytime than for the residential and apartment locations and mean $0.4-1.0^{\circ}C$ (Max. $1.3-3.1^{\circ}C$) lower in the nighttime. During the hottest period of each month, the difference was greater than the mean monthly differences, with temperatures in the residential and apartment locations mean $1.0-1.6^{\circ}C$ higher than those measured in the forest location. The effect of air temperature reduction on sampling locations within the park and a relatively high thermal environment on the urban sampling locations was clearly evident in the daytime, and the shading effect of trees in the forest location must be most effective. In the nighttime, areas with a high sky view factor and surface types with high evapotranspiration potential (e.g. grass) showed the maximum air temperature reduction. In the urban areas outside the park, the low-rise building area, with a high sky view factor, showed high air temperature due to the effect of solar (shortwave) radiation during the daytime, while in the nighttime the area with high-rise buildings, and hence a low sky view factor, showed high air temperature due to the effect of terrestrial (longwave) radiation emitted by surrounding high-rise building surfaces. The effect of air temperature reduction on the park with a high thermal environment in the city was clearly evident in the daytime, and the shading effect of trees in the forest location must be most effective. In the nighttime, areas with high sky view factor and surface types (e.g., grass) with evapotranspiration effect showed maximum air temperature reduction. In the urban areas outside the park, the high sky view factor area (low-rise building area) showed high air temperature due to the effect of solar (shortwave) radiation during the daytime, but in the nighttime the low sky view factor area (high-rise building area) showed high air temperature due to the effect of terrestrial (longwave) radiation emitted surrounding high-rise building surfaces.

• 한국주거학회논문집
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• 제16권3호
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• pp.101-107
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• 2005

The reason that compulsory removals of a low-quality housing redevelopment such as involuntary or unintentional migration present a problem for urban communities is that whether involuntary movers adapt themselves to their new home has an influence on the urban communities that surround them. Moreover, involuntary emigrants have higher probability of choosing faulty residential areas than voluntary emigrants do. This gives rise to a problem of another residential migration for involuntary movers. In order to solve these problems, there is a need for a new housing policy that enables original residents to come back to their old community. However studies for resettlement had not conducted subjects about housing redevelopment characteristics which influences the involuntary movers directly. Instead personal microscopic characteristics such as statistics of resettlement, the moving distance, the reason of moving, improvement of living environment, had been main subjects of farmer studies. So the purpose of this study is to analyze an analysis of the relationship between resettlement and housing redevelopment characteristics. The data used in this study was obtained at 47 areas designated by Seoul (metropolis) since 1990 for redevelopment. Cluster Analysis Is used for dividing high rate of resettlement with low rate of resettlement and Regression Analysis is used for the analysis of the relationship between resettlement and housing redevelopment characteristics. The results of examining the effects of a redeveloped housing complex on returning residents at 47 areas designated by Seoul (metropolis) since 1990 fur redevelopment are as follows: First, A housing complex with a high returning rate (remove-in rate?) has no state/public land, unauthorized building owners who are in the low-income brackets, and few interested parties such as union members. This is the characteristic of a redeveloped housing complex with a short-period project span. On the contrary, a housing complex that has a low returning rate is crowded by state/public land, and numerous unauthorized building owners, and interested parties. Second, According to the linear regression analysis, among the factors that affect returning residents, 'physical properties(characteristics) of a region', 'population properties within a region', and 'properties of a project span' indicate a negative(-)influence whereas 'properties of a complex density' shows a positive(+) influence. In a nutshell, the more the physical properties, population properties, projectspan properties, the lower the returning rate and the more the complex density properties, the higher the returning rate. In detail, an area with many small land and new/large buildings, a high population, and a long project duration has a low returning rate of original residents while an area holding large capacity and buildings with many number of floors (multiple-storied building) has a high returning rate.