• Title/Summary/Keyword: Building Infrastructure

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Civil Infrastructure Information Modeling Method Based on Extended IFC Entities using BIM Authoring Software (BIM 소프트웨어를 활용한 토목 시설물 IFC 확장요소기반의 정보모델링 방안)

  • Lee, Sang-Ho;Park, Sang I.;Kwon, Tae-Ho;Seo, Kyung-Wan
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.30 no.1
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    • pp.77-86
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    • 2017
  • Industry Foundation Classes(IFC) is the core product schema for ensuring the interoperability of information in Building Information Modeling(BIM) environment. However, since current IFC is mainly focused on building structure. there are limitations in the generation of functional information of components when applied to civil infrastructures. Previous studies have proposed IFC-based new entities for the civil infrastructures, it takes long time to support them in BIM authoring software packages. In this study, we proposed practical rules to apply IFC-based information modeling using BIM authoring software and additional new entities for the civil infrastructure through attributes and information mapping. The availabilities of proposed method were examined using the rail and sleeper information models based on an extended IFC data schema for the railway infrastructures.

Priority Setting for the Healthy City Program in Busan Using the Analytic Hierarchy Process (계층 분석법을 적용한 부산시 건강도시 사업의 우선순위 설정)

  • Yoon, Tae-Ho;Choi, Min-Hyeok;Cheong, Kyu-Seok;Kim, Yun-Hee;Kim, Keon-Yeop;Jung, Baek-Geun
    • Korean Journal of Health Education and Promotion
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    • v.28 no.3
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    • pp.31-42
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    • 2011
  • Objectives: Busan had the highest mortality and the shortest life expectancy at birth among 16 provinces in Korea in 2008 and there were considerable health inequalities within the region. This study was performed to build up a priority setting framework in Healthy City Busan project. Methods: Analytic hierarchy process was used to determine the relative priority weight for different strategic and program dimensions along with the consistency of response. An on-site workshop-based meeting (calculating importance) and online survey (calculating risk) were conducted to obtain data from 8 experts. Results: The results showed that in strategic criteria "active health promotion & diseases prevention" and "building infrastructure for the Health City project" were two most important factors. In program criteria, considering both importance and risk scores, "making a healthy community" and "building community health centers" in disadvantaged areas were a top priority group. In addition, "enacting an ordinance for the Healthy City", "building the infrastructure for health impact assessment" and "making health care safety net for vulnerable population" were also higher priorities group. Conclusions: Our findings suggest that the Healthy City project in Busan should be focused on strengthening health equity and building infrastructure for sustainability of the project.

Numerical Study on Medium-Diameter EPB Shield TBM by Discrete Element Method (개별요소법을 이용한 중단면 토압식 쉴드TBM의 수치해석 연구)

  • Choi, Soon-Wook;Park, Byungkwan;Kang, Tae-Ho;Chang, Soo-Ho;Lee, Chulho
    • Journal of the Korean Geosynthetics Society
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    • v.17 no.4
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    • pp.129-139
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    • 2018
  • The Discrete Element Method (DEM) has been widely used in granular material researches. Especially, if material has a large deformation, such as ground, it can be a useful method to analyze. In this study, to simulate ground formations, DEM was used. The main purpose of DEM analysis was to investigate the numerical model which can predict the TBM performance by simulating excavating procedure. The selected EPB TBM has a 7.73 m of diameter and six spokes. And two pre-defined excavation conditions with the different rotation speeds per minute (RPM) of the cutterhead was applied. In the modeled cutterhead, the open ratio of cutterhead was 21.31% and number of cutters (including disc cutter and cutter bit) was 219. From the results, reaction forces and resistant torques at the cutterhead face and cutting tools, were measured and compared. Additionally the muck discharge rate and accumulated muck discharge by the screw auger were evaluated.

Status and Trend of Foreign Underground Data Centers (해외 지하 데이터센터의 현황과 동향 분석)

  • Lee, Chulho;Choi, Soon-Wook;Kang, Tae-Ho;Chang, Soo-Ho
    • Tunnel and Underground Space
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    • v.29 no.1
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    • pp.52-63
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    • 2019
  • It is highly in demand to establish a bunker-type underground data center to ensure the safety of national critical data, such as financial information and medical information, and prevent those outflow of national important data. In particular, the security of a data center which is a key national structure has become a social issue due to EMP weapon and earthquakes, but data centers in the nation have not been able to deal with it properly. Therefore, it is necessary to develop an underground data center that is safe from human-induced and natural disasters while reducing power costs by utilizing the benefits of underground spaces such as constant temperature and isolation. In this analysis, the status and trends of data centers around the world were analyzed and based on those trend analyses, the research strategy for underground data center were discussed.

Structural Behavior Analysis of Cap Shaped as an Arch for Suction-Installed Cofferdam (아치형 석션 가물막이 상판의 구조거동 분석)

  • Kim, Jeongsoo;Jeong, Youn-Ju;Park, Min-Su;Song, Sunghoon
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.33 no.6
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    • pp.391-399
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    • 2020
  • In this study, the behaviors of a suction cap shaped as an arch were analyzed using finite element models. The fundamental structural behaviors of both flat- and arch-type caps were compared, and the advantages of the arch-shaped cap were explained. Moreover, the effects of geometric parameters and stiffener arrangements on the stress and deformation of the arch-shaped caps were investigated by comparisons of the changes in the behaviors of the caps. Additionally, the effects of boundary condition at the edge of the cap were analyzed to study the interactions between the cap and cofferdam walls; these results were used to derive the fundamental structural design of stiffened arch caps. Unlike flat caps, the results showed that ring stiffeners could improve the structural behaviors of arch caps remarkably, while the contributions of the radial stiffeners to the structural behaviors of the caps are dependent on constraints at the edges of the caps.

A Study on Monitoring Surface Displacement Using SAR Data from Satellite to Aid Underground Construction in Urban Areas (위성 SAR 자료를 활용한 도심지 지하 교통 인프라 건설에 따른 지표 변위 모니터링 적용성 연구)

  • Woo-Seok Kim;Sung-Pil Hwang;Wan-Kyu Yoo;Norikazu Shimizu;Chang-Yong Kim
    • The Journal of Engineering Geology
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    • v.34 no.1
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    • pp.39-49
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    • 2024
  • The construction of underground infrastructure is garnering growing increasing research attention owing to population concentration and infrastructure overcrowding in urban areas. An important associated task is establishing a monitoring system to evaluate stability during infrastructure construction and operation, which relies on developing techniques for ground investigation that can evaluate ground stability, verify design validity, predict risk, facilitate safe operation management, and reduce construction costs. The method proposed here uses satellite imaging in a cost-effective and accurate ground investigation technique that can be applied over a wide area during the construction and operation of infrastructure. In this study, analysis was performed using Synthetic Aperture Radar (SAR) data with the time-series radar interferometric technique to observe surface displacement during the construction of urban underground roads. As a result, it was confirmed that continuous surface displacement was occurring at some locations. In the future, comparing and analyzing on-site measurement data with the points of interest would aid in confirming whether displacement occurs due to tunnel excavation and assist in estimating the extent of excavation impact zones.

A Management Condition of Apartment House and Improvement Strategy of Remodeling (공동주택관리실태 및 리모델링 활성화 방안)

  • 유인근;정동환;윤여완;김천학;양극영
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2004.05a
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    • pp.77-83
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    • 2004
  • Apartment Building remodeling market is now growing centering around non housing building. Unlike non housing building remodeling business, understanding of remodeling demanders accustomed to profit of reconstruction, deficiency of experience performing remodeling project and construction, shortage of will performing remodeling policy and detailed action method are difficulties in performing apartment building remodeling business. Understanding change of remodeling demanders, strong economic incentive by government, construction management paradigm shift from new construction into building life cycle, application of construction method using existing building condition before remodeling and remodeling related industry infrastructure are required to improve this remodeling business circumstances.

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Efficiency Improvement for Building Integrated Photovoltaic Applied to High-rise Building (고층 빌딩에 적용되는 빌딩통합형 태양광패널 효율성 개선방안)

  • Lee, Do-Hyun;Ahn, Ihn-Seok
    • Journal of the Korean Society of Industry Convergence
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    • v.25 no.1
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    • pp.71-78
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    • 2022
  • With the advent of cutting-edge technology, renewable energy is significantly considered as alternative resources to supply electric power. However, many barriers such as energy intermittency, high initial installation cost, and low-efficiency generation challenged building new infrastructure with clean energy. Efforts reducing greenhouse gas emissions and reliance on fossil fuels resulted in the decentralization of power generation like distributed energy resource (DER). This paper is to introduce and evaluate the feasibility of building-integrated photovoltaics (BIPV) in a high-rise building in Ulsan. To optimize BIPV, a variety of methods to minimize efficiency decrease and maximize electric power generation after installing BIPV on the building's facade are suggested. The variables causing power losses are analyzed. By utilizing System Advisor Model (SAM), actual power generated from solar panels is measured by Thin-film PV, Mono-crystalline PV, and Poly-crystalline PV.

Analysis of Vibration Velocity Behavior of Rock Slope in Rock Blasting by Three-Dimensional Numerical Analysis (3차원 수치해석을 통한 암반 발파 시 암반 사면의 진동속도 거동 분석)

  • Chang-Young Park;Jae-Young Heo;Yong-Jin Kim;Seung-Joo Lee;Young-Seok Kim;Ji-Hoon Kim;Yong-Seong Kim
    • Journal of the Korean Geosynthetics Society
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    • v.22 no.3
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    • pp.71-86
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    • 2023
  • Rock blasting tests using underground penetration-type displacement sensors were conducted, and three-dimensional finite element numerical analyses were performed to assess their applicability and mitigate slope hazards during rock blasting. Additionally, parameters influencing vibration velocity were investigated during the tests. The results confirmed that underground penetration-type displacement sensors are suitable for monitoring rock slope behavior, and the numerical analyses revealed that the most influential parameter on vibration velocity during rock blasting is the unit weight. Furthermore, it was observed that vibration velocity decreases significantly with distance from the blast source, and proximity to the source leads to substantial variations in vibration velocity due to differences in elastic modulus and unit weight. Changes in internal friction angle and adhesive strength had minimal impact.

The Risk Evaluation of Ground Subsidence based on GIS Analysis Method (GIS 분석기법을 활용한 지반침하 위험도 평가)

  • Choi, Byoung Il;Kim, Jong Hoon;Park, Won Joo;Choi, Chang Ho;Kim, Jin Young
    • Journal of the Korean Society of Safety
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    • v.32 no.6
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    • pp.104-109
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    • 2017
  • As the ground subsidence occurred at the center of Seoul area in 2014, the ground subsidence phenomenon was emerged as a social issue in Korea. Even so far, national and local governments and related experts have been making a lot of efforts to prevent ground subsidence phenomenon, but it is still happening all over the country. In this study, we chose 9 influence factors on which ground subsidence and derived weights using AHP(Analytic Hierarchy Process) method for ground subsidence risk analysis. And we analyze the risk of subsidence in ${\bigcirc}{\bigcirc}$city using GIS(Geographic Information System) analysis method and evaluate the potential risk.