• Title/Summary/Keyword: Housing Performance

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Pedestrian Environment Evaluation for Health-friendly Apartment Complexes : Focused on Busan

  • Lee, Taekyung;Jung, Sujin;Ha, Jimin
    • Architectural research
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    • v.17 no.3
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    • pp.93-99
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    • 2015
  • With a view to the residential environment plan to improve the quality of life and health status of dwellers, the purpose of this study is to explore the co-relation between pedestrian environment and health performance in apartment complexes and to analyze the residents' evaluations on pedestrian environment for 'pedestrians-friendly residential environment'. The method of this study was research review and questionnaire survey research. Questionnaire surveys were conducted with the housewives at the two subject apartments in Busan. Based on tools to assess pedestrian environment, this study analyzed correlation between health-related satisfaction with residential environment and satisfaction with pedestrian environment. Satisfactions with pedestrian environment showed a strongly positive (+) correlation with contentment with health-related residential environment Second, this study analyzed residents' use, demands, and satisfaction for pedestrian environment. More active pedestrian environment are required (i.e. a trail or sports facilities) to create residential environment which could support the enhancement of physical health To perform the mean comparative analysis and correlation analysis of the survey results, PASW 18.0 was used.

A Study on the Calculation Method of Infiltration for Detached Houses (기존 단독주택의 침기량 산정법에 관한 연구)

  • Kim, Giltae;Yoo, Jung-Hyun;Hwang, Ha-Jin;Kim, Kyoung-Sik
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.25 no.9
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    • pp.493-498
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    • 2013
  • The purpose of this study is to find the infiltration of detached houses, for energy consumption analyses. The pressurization and depressurization method is used to determine infiltration. Blower door tests are expressed in terms of ACH 50, which stands for the hourly air change rate at 50 Pa of fan pressure. The ACH 50 of existing Detached Houses ranges from 5 to 50. Air infiltration is related to construction year and accuracy, maintenance conditions, and so on. When estimating the infiltration of random detached houses, the year used can be the base value of the infiltration rate from 0.25 to 2.0 times/h. The maintenance conditions, construction accuracy and repair affect the air infiltration 0 to 0.5 times/h, 0 to 0.3 times/h, 0 to 1 times/h, respectively.

Empirical Analysis of Airplane Route for Reduction of Aircraft Noise at Gimhae International Airport (김해국제공항 항공기 소음 저감을 위한 비행기항적실증분석)

  • Kim, Bong-Ki;Lee, Seung-Won
    • Journal of Environmental Science International
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    • v.30 no.3
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    • pp.257-266
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    • 2021
  • This study explored measures to reduce noise applicable to Gimhae international airport centering on densely packed housing areas. Especially, as for measures to relieve noise damage on the densely packed housing areas in Gimhae-si, the noise reduction effect is expected to be doubled if the west runway (36L/18R) is used as the preferred runway for the 36 direction takeoff, as well as if the flight bypasses the densely packed housing areas by means of sophisticated navigation using the area navigation (RNAV) procedure based on performance-based navigation (PBN). Takeoff toward the south connects the flight path to the South Sea which has comparatively low noise impact, relieving noise damage on the densely packed housing areas (apartment complexes in Naeoe-dong of Gimhae-si, etc.) near the northern end of the runway. The operation of the runway displaced threshold is currently being implemented on the west runway (36L/18R) of Gimhae international airport. It has been found that swing landing in spring and summer when the wind blows from the south has a noise reduction effect on the noise sensitive areas at the side and end of the west runway (Gangdong-dong and Jukdong-dong of Gangseo-gu and Buram-dong of Gimhae-si, etc.).

An Economic Analysis of Steel Framed Modular Housing: Compared with Case of Urban Type Living Housing of Wall-slab (강재 프레임 주택형 모듈러의 경제성 분석: 벽식구조인 도시생활형주택과의 사례비교를 통해)

  • Bang, Jong-Dae;Chun, Chu-Young;Park, Ji-Young;Kim, Jong-Yeob;Kim, Gap-Deug;Chun, Young-Soo
    • Land and Housing Review
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    • v.5 no.4
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    • pp.305-314
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    • 2014
  • The technology-intensive unit modular method of factory production method is attracting attention by the limit of the labor-intensive and field centered wet construction method. In recent years, the unit modular method has been applied to the construction of schoolhouse and BOQ(bachelor offices' quarters), dormitories, etc. But the modular method still is not used in housing construction by the lack of verification of resident performance and construction cost. Therefore, this study analyzed the economics of modular house to vitalize the constructed residential building by modular method and to develop the modular method. According to the study results, the construction cost of the modular house was analysed more about 6.2% expensive than that of the existing housing. However, if the construction duration of modular house is shortened or the productivity of modular house is increased, the construction cost of modular house will be similar to the that of the existing house.

Numerical Study on the Behavior of Ground and Structure in Geosynthetic-Reinforced Soil (GRS) Integral Bridges

  • Sim, Youngjong;Jin, Kyu-Nam;Hong, Eun-Soo;Kim, Hansung;Park, Jun Kyung
    • Land and Housing Review
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    • v.12 no.3
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    • pp.97-108
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    • 2021
  • In bridge abutment structures, lateral squeeze due to lateral stress of embankment placement and thermal movement of the bridge structure leads to failure of approach slabs, girders, and bridge bearings. Recently, GRS (Geosynthetic-Reinforced Soil) integral bridge has been proposed as a new countermeasure. The GRS integral bridge is a combining structure of a GRS retaining wall and an integral abutment bridge. In this study, numerical analyses which considered construction sequences and earthquake loading conditions are performed to compare the behaviors of conventional PSC (Pre-Stressed Concrete) girder bridge, traditional GRS integral bridge structure and GRS integral bridge with bracket structures (newly developed LH-type GRS integral bridge). The analysis results show that the GRS integral bridge with bracket structures is most stable compared with the others in an aspect of stress concentration and deformation on foundation ground including differential settlements between abutment and backfill. Furthermore, the GRS integral bridge with/without bracket structures was found to show the best performance in terms of seismic stability.

Vibrational Characteristics of High-Speed Motors with Ball Bearings and Gas Foil Bearings Supports (볼 베어링 및 가스 포일 베어링으로 지지되는 소형 고속 전동기의 진동 특성)

  • Seo, Jung Hwa;Kim, Tae Ho
    • Tribology and Lubricants
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    • v.35 no.2
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    • pp.114-122
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    • 2019
  • High-speed rotating machinery requires low cost and reliable bearing elements with low friction, stable rotordynamic characteristics, and a simple design. This study experimentally evaluates the effects of bearing-support elements on the vibrational characteristics of a small-sized, high-speed permanent magnetic motor. A series of coast down tests from 100 krpm characterize the vibrational behaviors, rotor displacement, and housing acceleration of motors supported by ball bearings, ball bearings with a metal mesh damper, and gas foil bearings, respectively. Two eddy-current sensors installed in the horizontal and vertical directions measure the displacement of the rotor at its front nut, and a 3-axis accelerometer attached to the motor housing measures the housing acceleration. The test results reveal that synchronous (1X) vibration components most significantly affect the rotor displacement and housing acceleration, independent of the bearing-support elements. The motor supported by the deep-groove ball bearings results in the largest rotor vibrations increasing with speed; this is due to the absence of a damping mechanism. Additionally, the metal mesh damper effectively reduces the rotor displacement, housing acceleration, and sound-pressure level in the high-speed region (i.e., above 40 krpm), thus implying its substantial damping performance when installed on the outer race of the ball bearing. Lastly, the gas foil bearing supported motor yields the smallest rotor displacement, housing acceleration, and lowest sound-pressure level because of its hydrodynamic airborne operation, which does not require rolling elements that may cause mechanical friction and vibrations.

A Study about Improvement Idea for Performance-based Project Delivery system (성능발주방식의 개념 정의 및 활용방안에 관한 연구 - 공동주택 성능표시 제도를 바탕으로 한 발주자를 위한 체크리스트 -)

  • Lee, Ha-Seung;Baek, Hun-Ku;Shin, Seung-Ha;Lee, Jung-Won;Kim, Kyung-Hwan
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2008.11a
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    • pp.634-637
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    • 2008
  • Performance-based Project Delivery System(PPDS) is one of Project Delivery System that when owner ask for performance than constructor feel free to choose materials, technology, an engineering method. PPDS rank higher position than Performance Warranty Contract and Technical Proposal Bid. This study aims to propose Improvement Idea for PPDS that based Housing Performance Grading Indication System. 'Request-performance Checklist' is used as communication means(between owner and constructor) and a kind of corroborative facts make the procedures achievement of project like contract easier.

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The Analysis and Forecasting Model for Maintenance Costs Considering Elapsed Years of Old Long-Term Public Rental Housing (노후 장기공공임대주택의 경과 연수별 유지관리비 분석 및 예측 모형)

  • Jung, Yong-Chan;Jin, Zheng-Xun;Hyun, Chang-Taek;Lee, Sanghoon
    • Korean Journal of Construction Engineering and Management
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    • v.23 no.3
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    • pp.83-94
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    • 2022
  • The number of public rental housing has increased according to the government's 「Housing Welfare Roadmap (2017)」, and facility maintenance costs for the demand of improvement of performance and residential standards due to the aging of long-term public housing are significantly increasing. Consequently, the financial burden of public housing rental business for maintaining stocked housing is aggravated. However, there is a lack of objective data to analyze the size of the maintenance costs that are executed by the type of repair work, and the elapsed years of the aged long-term public rental housing. This study analyzes the execution status of 33 long-term public rental housing complexes located in Seoul for 14 to 28 years of elapsed years based on the data of maintenance costs. In addition, this study proposes a model to predict the maintenance costs by elapsed years by dividing 'Long-term Repair Plan Work and Government-Funded Project [Y1]', 'Planned Repair Work and General & Unplanned Repair Work [Y2]', and 'Total maintenance costs [Y3]'. It is intended to be used as basic data for the establishment of the maintenance plan at the stage of setting up the budget and the establishment of the sustainable operation plan for public rental housing

Surface Performance of Housing Materials and Profiles in AC Tracking Wheel Tests (AC 트래킹 휠 시험에서 하우징 재료 및 형상의 표면 성능)

  • Kim, Seung-Hyun;Noh, Yo-Han;Cheong, Jong-Hun;Cho, Han-Goo
    • Journal of the Korean Institute of Electrical and Electronic Material Engineers
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    • v.33 no.2
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    • pp.135-140
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    • 2020
  • An experimental study was conducted using the tracking wheel test (IEC 62217) method for evaluating the performance of insulator materials, in particular ethylene propylene diene monomer (EPDM) and silicone rubber. In addition, we studied the tracking characteristics resulting from applying the same method for the shape of the insulator housing, that is, the performance of regular and alternating sheds. The evaluation parameters were leakage current, surface characteristics, SEM, EDX, hydrophobicity, and temperature distribution; likewise, we applied the commercial frequency dry (and wet) flashover voltage test. We found that the regular shed had a greater leakage current than the alternating shed and that the recovery of the hydrophobicity in terms of rest time was greater than that of the EPDM in terms of leakage current. All of the regular-shed insulators of silicone rubber had tracking traces and choking on the sheath parting line, while the alternating shed showed only choking at the interface but no tracking traces. Therefore, it can be concluded that the commercial frequency wet flashover voltage of the silicone rubber with regular shed before and after the tracking wheel test is higher than that of the alternating shed.

Suggestions on the Campus FM Services by Establishing Framework in the form of Performance Indicator(Pi) Based on FM_KS (KS 시설관리 표준규격을 바탕으로 한 대학시설 FM 서비스 발전방향)

  • Shin, Eun-Young;Kim, Yu-Jin;Kim, Jun-Ha
    • Journal of the Korean Institute of Educational Facilities
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    • v.22 no.1
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    • pp.37-45
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    • 2015
  • Over the years, great attention has been shown to the function of the campus facilities that should be well-equipped, operated and maintained to better support university's two main goals: providing education and supporting research. Properly managing campus facilities is the initial step to be prepared to meet the rapidly changing global educational standard. However, so far, no definitive answer has been given to the question of what service level/scope is appropriate for the effective campus facility management (FM) in Korea. Therefore, at the outset, it is imperative to establish the framework for the standardized campus FM services. The main focus of this research is to provide comprehensive understanding on the campus FM by establishing the framework in the form of FM performance indicator (PI). As the first step, FM standards set by Korean Agency for Technology and Standards (KATS) has been thoroughly reviewed and analyzed to establish the framework for FM standards applicable to campus facility management. Secondly, extensive literature review on the development of performance indicator (PI) for the educational facilities has been conducted to classify PI types and complement FM_KS. Finally, specific guideline and PIs developed by APPA which is globally well-known association in the field of FM for higher education facilities has been added to the combined PI which is the mixed form of FM_KS and PIs from the previous literature. This research provides campus facility managers and FM outsourcing service providers with framework in the form of PI to support future directions of effective campus FM services.