• Title/Summary/Keyword: 노후도 예측

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Evaluation of Freeze-Thaw Damage on Concrete Using Nonlinear Ultrasound (초음파의 비선형 특성을 이용한 콘크리트 동결융해 손상 평가)

  • Choi, Ha-Jin;Kim, Ryul-Ri;Lee, Jong-Suk;Min, Ji-Young
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.25 no.4
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    • pp.56-64
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    • 2021
  • Leakage due to deterioration and damage is one of the major causes of volume change by freezing and thawing, and it leads micro-cracking and surface scaling in concrete structures. The deterioration of damaged concrete accelerates with the chloride attack. Thus, in the detailed guidelines for facility performance evaluation (2020), the quality of cover concrete and the freeze-thaw (FT) repetition cycle were newly suggested for concrete durability assessment. The quality of cover concrete should be evaluated by the rebound hammer test and the FT repetition cycle should be also considered in the deterioration environmental assessment. This study suggested the application of fast dynamic based nonlinear ultrasound method to monitor initial micro-scale damage under freezing and thawing environment. Concrete specimens were fabricated with different water-cement ratios (40%, 60%) and air contents (1.5% and 3.0%). The compressive strength, rebound number, relative dynamic modulus, and nonlinear ultrasound were measured with different FT cycles. The scanning electron microscopy was also performed to investigate the micro-scale FT damage. As a result, both the rebound number and the relative dynamic modulus had difficulty to detect early damage but the proposed method showed a potential to detect initial micro-scale damage and predict the FT resistance performance of concrete.

A Study on the Characteristics of Rental Real Estate Households and Real Estate Rental Income (임대부동산 가구특성과 부동산임대소득에 관한 연구)

  • Han, Byung-Woo;Oh, Dong-Hoon
    • The Journal of the Korea Contents Association
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    • v.21 no.12
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    • pp.906-917
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    • 2021
  • This study focused on real estate rental income, which is being interested as a means of preparing for old age in the age of low growth and aging. Rental income is seen to function as a safety net of society at a time when it is necessary to live a difficult old age due to the disconnection of income and the extension of the average life span. Therefore, this study conducted the following study on 1,025 households that own rental real estate nationwide. First, the relationship between the characteristics of the household of the rental real estate owner and the real estate rental income was analyzed, and second, it examined whether there is a difference in rental income between the group that engages in income activities other than rental income and the group that only has rental income without income activities. As a result of the analysis, among the demographic and sociological characteristics, gender and spouse were identified as significant variables in rental income. Among the economic characteristics, income and total debt were found to be significant variables. In the case of income activities, rental income was low, and rental income was high when the total debt was high. However, if interest rates rise and the economic recession is prolonged due to unpredictable causes, the owner may suffer from double-use. In preparation for this, it is necessary to review real estate policy alternatives such as easing the period of real estate holdings.

Prediction of Crack Distribution for the Deck and Girder of Single-Span and Multi-Span PSC-I Bridges (단경간 및 다경간 PSC-I 교량의 바닥판 및 거더의 균열분포 예측)

  • Hyun-Jin Jung;Hyojoon An;Jaehwan Kim;Kitae Park;Jong-Han Lee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.27 no.6
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    • pp.102-110
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    • 2023
  • PSC-I girder bridges constitute the largest proportion among highway bridges in Korea. According to the precision safety diagnosis data for the past 10 years, approximately 41.3% of the PSC-I bridges have been graded as C. Furthermore, with the increase in the aging of bridges, preemptive management is becoming more important. Damage and deterioration to the deck and girder with a long replacement cylce can have considerable impacts on the service and deterioration of a bridge. In addition, the high rate of device damages, including expansion joints and bearings, necessitates an investigation into the influence of the device damage in the structural members of the bridge. Therefore, this study defined representative PSC-I girder bridges with single and multiple spans to evaluate heterogeneous damages that incorporate the damage of the bridge member and device with the deterioration of the deck. The heterogeneous damages increased a crack area ratio compared to the individual single damage. For the single-span bridge, the occurrence of bearing damage leads to the spread of crack distribution in the girder, and in the case of multi-span bridges, expansion joint damage leads to the spread of crack distribution in the deck. The research underscores that bridge devices, when damaged, can cause subsequent secondary damage due to improper repair and replacement, which emphasizes the need for continuous observation and responsive action to the damages of the main devices.

The Analysis of the Importance of Influencing Factors in the Planning Stage of the Long-Term Public Rental Housing of Remodeling Project (장기공공임대주택 리모델링 사업의 기획단계 영향요인 중요도 분석)

  • Jung, Yong-Chan;Jin, Zheng-Xun;Hyun, Chang-Taek;Lee, Sanghoon
    • Korean Journal of Construction Engineering and Management
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    • v.25 no.3
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    • pp.3-16
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    • 2024
  • The government announced the Housing Welfare Roadmap (November 2017), to expand the supply of public rental housing by reconstructing aged long-term public rental complexes. Also, remodeling projects for complexes with low business feasibility of reconstruction projects are recognized as an alternative to supplying public rental housing in urban area. This study analyzed influence factors by dividing them into project feasibility, architectural plan, urban & residential environment plan, and legal system groups in order to establish a plan for long-term public rental housing remodeling project. Futhermore, this work conducted the principal component analysis to get the principal component factors among the influence factors of each group, and the weight analysis to calculate weighting of them. In addition, major influence factors were derived by calculating the relative importance score (RIS) of each factor. Lastly this paper validated the major influence factors and applicability of the procedure to select 3 complexes that can be reviewed for remolding project among 33 long-term public rental housing complexes located in Seoul. The results of this study are expected to be useful when establishing a remodeling project plan for long-term public rental housing.

Prediction Model for Gas-Energy Consumption using Ontology-based Breakdown Structure of Multi-Family Housing Complex (온톨로지 기반 공동주택 분류체계를 활용한 가스에너지 사용량 예측 모델)

  • Hong, Tae-Hoon;Park, Sung-Ki;Koo, Choong-Wan;Kim, Hyun-Joong;Kim, Chun-Hag
    • Korean Journal of Construction Engineering and Management
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    • v.12 no.6
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    • pp.110-119
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    • 2011
  • Global warming caused by excessive greenhouse gas emission is causing climate change all over the world. In Korea, greenhouse gas emission from residential buildings accounts for about 10% of gross domestic emission. Also, the number of deteriorated multi-family housing complexes is increasing. Therefore, the goal of this research is to establish the bases to manage energy consumption continuously and methodically during MR&R period of multi-family housings. The research process and methodologies are as follows. First, research team collected the data on project characteristics and energy consumption of multi-family housing complexes in Seoul. Second, an ontology-based breakdown structure was established with some primary characteristics affecting the energy consumption, which were selected by statistical analysis. Finally, a predictive model of energy consumption was developed based on the ontology-based breakdown structure, with application of CBR, ANN, MRA and GA. In this research, PASW (Predictive Analytics SoftWare) Statistics 18, Microsoft EXCEL, Protege 4.1 were utilized for data analysis and prediction. In future research, the model will be more continuous and methodical by developing the web-base system. And it has facility manager of government or local government, or multi-family housing complex make a decision with definite references regarding moderate energy consumption.

Seismic Performance and Damage Prediction of Existing Fire-protection Pipe Systems Installed in RC Frame Structures (철근콘크리트 구조물 내 부착된 수계 관망시스템의 내진거동 및 손상예측)

  • Jung, Woo-Young;Ju, Bu-Seog
    • Journal of the Earthquake Engineering Society of Korea
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    • v.15 no.3
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    • pp.37-43
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    • 2011
  • Reliability of piping systems is essential to the safety of any important industrial facilities. During an earthquake, damage to the piping system can occur. It can also cause considerable economic losses and the loss of life following earthquakes. Traditionally, the study of the secondary system was less important than primary structure system, however it has recently been emerging as a key issue for the effective maintenance of the structural system and to help reduce nonstructural earthquake damage. The primary objectives of this study are to evaluate seismic design requirements and the seismic performance of gas and fire protection piping systems installed in reinforced concrete (RC) buildings. In order to characterize the seismic behavior of the existing piping system in an official building, 10 simulated earthquakes and 9 recorded real earthquakes were applied to ground level and the building system by the newmark average acceleration time history method. The results developed by this research can be used for the improvement of new seismic code/regulatory guidelines of secondary systems as well as the improvement of seismic retrofitting or the strengthening of the current piping system.

Flexural Capacity Evaluation of Reinforced Concrete Members with Corroded Steel Expansion and Debonding Area at the Interface Steel to Concrete Surface (철근부식 팽창 및 비부착 구간에 따른 RC 부재의 휨 성능 평가)

  • Jung, Woo-Young;Beak, Sang-Hoon;Yeon, Jong-Ho
    • Journal of the Korean Society of Hazard Mitigation
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    • v.8 no.5
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    • pp.7-13
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    • 2008
  • This paper presents experimental and analysis studies about both the corroded steel expansion and the variation of poor bonding range between steel and concrete. A loss of overall bonding capacity at the concrete-steel interface is evaluated experimentally and crack patterns at the bottom of the concrete are presented here. Steel-concrete interface is covered by rubber due to present local loss of the concrete-steel interface bonding capacity. In case of crack analysis performed by commercial FEM programs. we investigated crack‘s pattern and location. Finally, it is concluded that overall flexural capacity of the reinforced concrete structure is increased by the corroded steel expansion and is dependent of the bonding range at the steel- concrete interface. These results give an important factor to decide a life of reinforced concrete structures.

Estimation of Break Outflow from the Goeyeon Reservoir Using DAMBRK Model (DAMBRK 모형을 이용한 괴연저수지 붕괴유출량 추정)

  • Lee, Jin Young;Park, Dong Hyeok;Kim, Seong-Joon;Kim, Tae-Woong
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.37 no.2
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    • pp.459-466
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    • 2017
  • Several reservoirs that were managed by local governments and the Korea Rural Community Corporation have recently collapsed. One of them is the Goeyeon reservoir in Yeongcheon-si, Gyeongsangbuk-do that collapsed mainly around the spillway due to heavy rain at 9 O'clock, on 21 August 2014. The Goeyeon reservoir was an aging agricultural reservoir over 70 years since it was built. In this study, the collapse situation of the reservoir was reproduced through the DAMBRK model. Flood inundation maps were reconstructed for the breach outflow of the dam analyzed by the DAMBRK model. We estimated the breach duration and outflow of the reservoir as compared with the inundation image taken by the Unmanned Aerial Vehicle (UAV) at the time when the Goeyeon reservoir collapsed. The results of this study are expected to be useful for predicting damage in the downstream inundation area when a reservoir collapses.

Machine Learning based on Approach for Classification of Abnormal Data in Shop-floor (제조 현장의 비정상 데이터 분류를 위한 기계학습 기반 접근 방안 연구)

  • Shin, Hyun-Juni;Oh, Chang-Heon
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.21 no.11
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    • pp.2037-2042
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    • 2017
  • The manufacturing facility is generally operated by a pre-set program under the existing factory automation system. On the other hand, the manufacturing facility must decide how to operate autonomously in Industry 4.0. Determining the operation mode of the production facility itself means, for example, that it detects the abnormality such as the deterioration of the facility at the shop-floor, prediction of the occurrence of the problem, detection of the defect of the product, In this paper, we propose a manufacturing process modeling using a queue for detection of manufacturing process abnormalities at the shop-floor, and detect abnormalities in the modeling using SVM, one of the machine learning techniques. The queue was used for M / D / 1 and the conveyor belt manufacturing system was modeled based on ${\mu}$, ${\lambda}$, and ${\rho}$. SVM was used to detect anomalous signs through changes in ${\rho}$.

Analysis of the Factors Influencing the Demolition Costs (건축물 해체공사비 변동 영향요인 분석)

  • Shin, Dong-Wook;Cho, Kyu-Man;Lee, Ung-Kyun;Kim, Tae-Hoon
    • Journal of the Korea Institute of Building Construction
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    • v.18 no.5
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    • pp.499-506
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    • 2018
  • The number of demolition work is rapidly increasing because the middle- and high-rised buildings constructed over the rapid industrialization and urbanization have been deteriorated in social and structural aspects. However, theoretical approaches or studies related to the demolition cost prediction are still insufficient. Thus, this study derived and analyzed important factors affecting the fluctuation of the building demolition costs. 14 factors was derived through literature reviews and experts' interview, and the importance of each factor was analyzed to the each work(temporary work, structure demolition, and waste disposal) and the entire demolition work by using descriptive analysis. The survey results showed that the demolition costs was greatly influenced by environmental properties of the site. The results of this study can be used as a basis for estimating the approximate cost of the demolition work.