• 토지주택연구
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• 제11권2호
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• pp.69-74
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• 2020

The purpose of this study is to investigate the effect of floor area ratio incentive system for Long-life housing certification system by simulation of five recently built apartment complexes. Apartments that are certified as superior in Long-life housing can receive 10% of the floor are incentive in Seoul. However, the difference between base and permitted floor area ratio are in general residential area of class 2 and 3 is not more than 20%. limit of feasible allowance incentive is limited. Even if there is an unrealized permitted floor area ratio, there is no reason to apply the Long-life housing certification system preferentially. Because the items of the floor area ratio incentive provided by the District Unit Plan are various, it shows that the floor space ratio incentive for Long-life housing certification system has little effectiveness. To enhance the feasibility of incentives for the Long-life housing certification system, improvement in the urban planning level, including district unit planning, including the design criteria for apartments in Seoul, is needed.

• 한국디지털건축인테리어학회논문집
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• 제3권1호
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• pp.39-49
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• 2003

The height provisions, by the urban planning, describe the hightest height per width division, also define oblique line limitation by road without mentioning the highest per width division. Therefore this study will be a basic model for the standard of measuring the highest height per width division analysizing the propriety of current standard of oblique limitation. This technique is prepared to prevent the confusion and to complements the existing planning method. Therefore, it takes more time to establish this new method and to apply it to the existing condition. This study reviewed density control in District Units Plan, based on the guidelines of density, which included height, ratio of total floor to ground area, and land distribution. This study aims to provide efficient analysis by using current oblique limitation provisions Thus, proving the area rations of general residential areas are decreasing. Since the purpose of the District Units Plan is to avoid confusion and help ease the existing problematic conditions which have risen from the two above-mentioned conventional systems, further observation and research on these areas are necessary.

• Structural Engineering and Mechanics
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• 제47권3호
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• pp.401-419
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• 2013

In this study, the efficiency of adaptive neuro-fuzzy inference system (ANFIS) and genetic expression programming (GEP) in predicting the effects of infill walls on base reactions and roof drift of reinforced concrete frames were investigated. Current standards generally consider weight and fundamental period of structures in predicting base reactions and roof drift of structures by neglecting numbers of floors, bays, shear walls and infilled bays. Number of stories, number of bays in x and y directions, ratio of shear wall areas to the floor area, ratio of bays with infilled walls to total number bays and existence of open story were selected as parameters in GEP and ANFIS modeling. GEP and ANFIS have been widely used as alternative approaches to model complex systems. The effects of these parameters on base reactions and roof drift of RC frames were studied using 3D finite element method on 216 building models. Results obtained from 3D FEM models were used to in training and testing ANFIS and GEP models. In ANFIS and GEP models, number of floors, number of bays, ratio of shear walls and ratio of infilled bays were selected as input parameters, and base reactions and roof drifts were selected as output parameters. Results showed that the ANFIS and GEP models are capable of accurately predicting the base reactions and roof drifts of RC frames used in the training and testing phase of the study. The GEP model results better prediction compared to ANFIS model.

• 한국산학기술학회논문지
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• 제19권9호
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• pp.298-303
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• 2018

본 연구에서는 발코니의 이론적 배경을 살펴보고 발코니 활용에 따라 기본형 평면과 확장형 평면의 출현 과정을 살펴보고자 한다. 실제 사례를 대상지로 선정하여 건축 밀도의 변화를 실질적으로 분석하고 향후 인천광역시 현 도시 관리측면의 정책과의 관계를 살펴보는데 기초 자료로 제공한다. 이러한 분석을 통하여 첫째, 건축법 시행령 내 발코니의 다양한 정의와 특성을 분석하고 이후 2005년 합법화에 따른 발코니 확장을 기준으로 하여 기본형 평면과 확장형 평면으로 구분하여 분석하였다. 둘째, 발코니 확장에 따른 밀도에 관한 문제를 다양한 이론적 고찰을 통해 제기하였고 대상지의 밀도 관리 측면의 계획적 시도를 살펴보았다. 셋째, 인천광역시 송도경제자유구역 사례를 대상으로 실질적인 건축면적과 연면적 그리고 용적률 등을 살펴보았으며, 이러한 논의를 통하여 일부 구역에서 실제적으로 운영되고 있는 지구단위계획의 밀도 관리를 준수하지 못하고 있음을 증명하였다.

• 교육시설 논문지
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• 제24권6호
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• pp.55-64
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• 2017

This study analyzes the common space of the high schools before and after the decade of 2009 which starts Subject-centered clusters school plan, and proposes the direction of common space planning for the future. Based on the floor plans of high schools awarded as excellent school facilities every year, first, types and numbers of common space, second, area ratio between common space and program space and also moving space and staying space, third, space connections were analyzed for tracking the change of the relationship between common, staying and program spaces. The study results demonstrated that types, numbers and area ratio of the common space were increased as the years go on. Especially, the area ratio of staying space was dramatically increased after 2009 and this result was caused by the home-base, alcove space, and hall that were adopted for subject-centered clusters planning after 2009. Connecting diagram of staying area and program spaces also shows the spaces related to staying area were changed from a classrooms and administrative office etc. to a library, gym, and seminar rooms etc. In case of staying area, it would have a value as a common space for various student activities such as group activities, meetings, and multi-uses. Because student activities would be changed and encouraged depending on the location, sizes and program spaces around staying area, it should be emphasized that the planning for staying area is critical for future school design.

• 한국주거학회논문집
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• 제20권3호
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• pp.47-58
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• 2009

Providing an adequate housing to the socially underprivileged with a weak economic base is the most difficult task of housing policies. Korea established minimum housing standards and has used them for housing policies. However, the level of Korean minimum housing standards is far lower than that of foreign minimum housing standards. Thus, this study made a comparative analysis of Korean minimum housing standards with foreign housing standards in various aspects in order to guarantee housing quality of the socially underprivileged in Korea. In particular, the floor area and ratio of small lease homes are minutely examined to present the actual housing standard of the socially underprivileged. The level of Korean minimum housing standards suggested in this paper is very close to that of Japanese minimum housing standard, which is 37.95 $m^2$ for a 3 member family and just above Chombard de Lauw's pathological limit (36.03 $m^2$). As this research is specifically focused on the establishment of minimum floor area standards for the socially underprivileged, further research should be made in consideration of more specific requirements of various groups for the socially underprivileged.

• 한국농촌건축학회논문집
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• 제20권1호
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• pp.53-60
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• 2018

The purpose of this study is to present the basic data for the active use of closed schools by analyzing the actual conditions of closed schools in Gyeongnam area. As a method of this study, we examined the population change in Gyeongnam area through the literature survey and the internet site survey, and grasped the characteristics of the policies related to the closed school. Through the homepage survey of the local education financial alerts, we analyzed the contents, location, period after the closure, land area, and total floor area of the closed schools that have been in use or invaluable as of March 2017. As the results, In the case of self-utilization, the utilization rate of educational facilities was overwhelmingly high. In the case of lease utilization, the utilization ratio was higher in the order of education facilities, income increase facilities, and cultural facilities. Overall, 62.8% of the closed schools are located in the base towns (urban areas). The average of the period after the closure was 16.2 years, the land area average was $9,291.1m^2$, and the total area average was $1,153.8m^2$.

• Earthquakes and Structures
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• 제10권2호
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• pp.329-350
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• 2016

A parametric study was conducted to investigate the seismic deformation demands in terms of drift ratio, plastic base rotation and compression strain on rectangular wall members in frame-wall systems. The wall index defined as ratio of total wall area to the floor plan area was kept as variable in frame-wall models and its relation with the seismic demand at the base of the wall was investigated. The wall indexes of analyzed models are in the range of 0.2-2%. 4, 8 and 12-story frame-wall models were created. The seismic behavior of frame-wall models were calculated using nonlinear time-history analysis and design spectrum matched ground motion set. Analyses results revealed that the increased wall index led to significant reduction in the top and inter-story displacement demands especially for 4-story models. The calculated average inter-story drift decreased from 1.5% to 0.5% for 4-story models. The average drift ratio in 8- and 12-story models has changed from approximately 1.5% to 0.75%. As the wall index increases, the dispersion in the calculated drifts due to ground motion variability decreased considerably. This is mainly due to increase in the lateral stiffness of models that leads their fundamental period of vibration to fall into zone of the response spectra that has smaller dispersion for scaled ground motion data set. When walls were assessed according to plastic rotation limits defined in ASCE/SEI 41, it was seen that the walls in frame-wall systems with low wall index in the range of 0.2-0.6% could seldom survive the design earthquake without major damage. Concrete compressive strains calculated in all frame-wall structures were much higher than the limit allowed for design, ${\varepsilon}_c$=0.0035, so confinement is required at the boundaries. For rectangular walls above the wall index value of 1.0% nearly all walls assure at least life safety (LS) performance criteria. It is proposed that in the design of dual systems where frames and walls are connected by link and transverse beams, the minimum value of wall index should be greater than 0.6%, in order to prevent excessive damage to wall members.

• 한국태양에너지학회 논문집
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• 제29권3호
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• pp.19-27
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• 2009

In this study, Urban Climate Simulation was performed by 3-Dimensional Urban Canopy Model. The characteristics of urban climate were analyzed combining artificial land coverage, building size, heat production from the air conditioning and topographic conditions as physical variables which affects urban climate characteristics. The results are as follows. (1) The aspects of the urban climatal change is derived to be related to the combination of the building coverage ratio, building height and shading area. According to the building height, the highest temperature was increased by $2.1^{\circ}C$ from 2-story to 5-story building and the absolute humidity by 2.1g/kg maximum and the wind velocity by 1.0m/s was decreased from 2-story to 20-story building. (2) Whole heat generation was influenced by the convective sensible heat at the lower building height and by the artificial heat generation at the higher one over 20-story building influence to some extent of the building coverage ratio. The effect of the altitude is not more considerable than the other variables as below $1^{\circ}C$ of the air temperature. In the last, deriving the combination of building coverage and building height is needed to obtain effectiveness of the urban built environment planning at the point of the urban climate. These simulation results need to be constructed as DB which shows urban quantitative thermal characters by the urban physical structure. These can be quantitative base for suggesting combinations of the building and urban planning features at the point of the desirable urban thermal environment as well as analyzing urban climate phenomenon.

• 한국조경학회지
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• 제44권1호
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• pp.119-128
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• 2016

민간자본으로 도시공원을 조성하기 위한 특례제도가 도입된 이후, 보다 매력적인 인센티브를 부여하기 위하여 법률 개정이 이루어졌다. 본 논문에서는 민간공원의 취지에는 적극 찬성하지만 공익성을 강조해야 하는 공원에서 과연 적절한 조치가 이루어지고 있는지에 대한 의문을 바탕으로, 민간공원의 정책모델이었던 일본의 민설공원제도의 배경과 함께 입지, 조성, 관리의 기준이 책정된 근거와 특성을 분석하고 문제점을 고찰하였다. 민설공원은 녹지 네트워크 구축과 방재 기능에 유효하도록 입지와 공간계획이 이루어졌으며, 최소면적은 약 1.42ha였다. 공원과 같은 공간의 최소 면적인 1ha는 방재성과 실현가능성, 사회적 수용가능성을 감안한 수치였으며, 건축 부문은 제2종 중고층 주거전용지역의 기준과 지역 거버넌스와의 협의절차를 거쳐 최종적으로는 용적율 100%, 건폐율 30%, 최고높이 11층 등 허용한도의 최저 수준으로 건설되었다. 관리비는 월 300엔/$m^2$을 기준으로 35년간 소요되는 비용을 사업자가 일괄 납부하였으나 과다한 관리비가 수반되는 시설에 대해서는 시가 비용을 지출하여 민관이 함께 관리하는 형태를 취하고 있었다. 한편 입지, 허용용도, 도입시설의 한계로 매력적인 수익시설 도입이 어려우며 관리주체와 비용부담등의 문제점이 도출되었다. 우리나라 민간공원에 대해서는 도시공원 조성의 우선순위를 선정한 후 민간공원의 적정입지를 선정하고, 국민적 합의를 이룰 수 있는 수준의 입지, 조성, 관리 기준 정립 등의 개선과제를 제안하였다.