• Title/Summary/Keyword: Deterioration of Weather

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Study on the Prediction of Concrete Deterioration Subjected to Cyclic Freezing and Thawing (동결융해작용을 받는 콘크리트의 열화예측에 관한 연구)

  • 고경택;이종석;이장화;조명석;송영철
    • Proceedings of the Korea Concrete Institute Conference
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    • 1999.10a
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    • pp.795-798
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    • 1999
  • Deterioration induced by the freezing and thawing in concrete often leads to the reduction in concrete durability by the cracking or surface spalling. In this paper, the deterioration prediction model for concrete structures subjected to the irregular freeze-thaw was proposed from the results of accelerated laboratory test using the constant temperature condition and acceleration factor from the in-situ weather data.

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A Method of All-Weather Construction Application in Construction Sites (건설분야 전천후 공법 적용방안)

  • Lee, Han-Woo;Lee, Byung-Soo;Bang, Chang-Joon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2012.11a
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    • pp.193-194
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    • 2012
  • Construction work is affected by the weather; e.g. snowfall, rainfall and low-high ambient temperature, especially at a site in a severe climate. The influence of the weather is one of the possible reasons for delays in a construction schedule and quality deterioration. To protect the worksite from severe weather conditions, the temporary roof and wall could be installed on the outside of main structures designed in advance and the temporary structures could be took down after a period use. The greater coverage all-weather construction method is applied, the larger the effect. so, it is important and needs that the temporary roof and wall can be widely applied, designed to effectively about structure and layout.

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A Study on the Analysis and Evaluation of Deterioration Factors for the Structure of Reinforced Concrete Apartment According to Actual Condition Survey (철근콘크리트조 아파트구조물의 노후도 실태조사에 의한 노후화 요인 분석.평가에 관한 연구)

  • 강석표;김규용;권영진;정성철;이덕찬;송병창;김무한
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.04a
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    • pp.391-396
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    • 1998
  • The concrete structures are hardly ever built under ideal conditions. So many defects may occur for a various reasons such as unsuitable and defective materials, construction methods, poor workmanship, particular structural form and prevailing weather conditions. Some structural form can greatly increase the risk of occurrence of defects. Therefore we investigated the actual condition of the deterioration factors for reinforced concrete apartment, which was composed of 85 apartments with various building ages in different regions with five evaluation the deterioration factors of apartment building to establish the overall evaluation system of deterioration degree for reinforced concrete apartment in Korea.

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An Experimental Study on the Deterioration of Concrete Due to De-icing Salts (융빙제에 의한 콘크리트의 내구성능 저하에 관한 실험적 연구)

  • 고경택;류금성;이종석;김도겸;김성욱;이장화
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.05a
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    • pp.973-978
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    • 2001
  • In clod weather regions, a strong seasonal wind brings sea salts to the land. In addition to it, recently, the spreading amount of de-icing salts has increased numerously for the purpose of removing snow and ice. Thus the salts environment around concrete structures becomes so severe that various damages of concrete due to applied salts will be brought up. It is briskly carried out study on effects of do-icing salts on concrete in America, Japan, European countries. However, there are not test method for the deterioration of concrete subjected to both freezing-thawing and chloride attack in Korea. In this study, we conduct on test for the compound deterioration subjected to both freezing-thawing and chloride attack, in order to investigate effects of de-icing salts on the deterioration of concrete.

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A Scheme for Reducing Load Forecast Error During Weekends Near Typhoon Hit (태풍 발생 인접 주말의 수요예측 오차 감소 방안)

  • Park, Jeong-Do;Song, Kyung-Bin
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.58 no.9
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    • pp.1700-1705
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    • 2009
  • In general, short term load forecasting is based on the periodical load pattern during a day or a week. Therefore, the conventional methods do not expose stable performance to every day during a year. Especially for anomalous weather conditions such as typhoons, the methods have a tendency to show the conspicuous accuracy deterioration. Furthermore, the tendency raises the reliability and stability problems of the conventional load forecast. In this study, a new load forecasting method is proposed in order to increase the accuracy of the forecast result in case of anomalous weather conditions such as typhoons. For irregular weather conditions, the sensitivity between temperature and daily load is used to improve the accuracy of the load forecast. The proposed method was tested with the actual load profiles during 14 years, which shows that the suggested scheme considerably improves the accuracy of the load forecast results.

Field Application to Evaluate the Effect of Various Surface Covered Curing Blankets on Temperature Profile and Crack Occurrence of the Concrete under Hot Weather Condition (서중환경에서 표면피복 양생재 종류변화가 콘크리트의 초기 온도이력 및 균열발생에 미치는 영향에 관한 현장적용성 평가)

  • Han, Min-Cheol;Lee, Sang-Woon
    • Journal of the Architectural Institute of Korea Structure & Construction
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    • v.34 no.5
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    • pp.27-34
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    • 2018
  • Concrete placed under hot weather condition suffers from larger slump loss, rapid moisture evaporation due to high air temperature. Proper measures for material, transportation and curing should be taken to prevent the quality deterioration of the concrete under hot weather condition. In Korea, Although the period of hot weather concrete in Korea occupies only 2 months, there are a lot of quality problems including plastic, drying shrinkage and cold joint. Therefore, the objective of this paper is to investigate and compare the temperature history and crack occurrence of the concrete, which was placed in the actual apartment house construction field under hot weather condition, in response to the application of surface covered curing blankets including PE film, single layer clear bubble sheet, white colored bubble sheet and aluminum metalized bubble sheet. Test results indicated that the application of white colored bubble sheet and aluminum metalized bubble sheet showed most favorable results in terms of reduction in temperature rise and crack occurrence as well as easiness in handling. But, due to light reflection by aluminum metalized bubble sheet, it is believed that white colored bubble sheet is preferable.

Runway visual range prediction using Convolutional Neural Network with Weather information

  • Ku, SungKwan;Kim, Seungsu;Hong, Seokmin
    • International Journal of Advanced Culture Technology
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    • v.6 no.4
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    • pp.190-194
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    • 2018
  • The runway visual range is one of the important factors that decide the possibility of taking offs and landings of the airplane at local airports. The runway visual range is affected by weather conditions like fog, wind, etc. The pilots and aviation related workers check a local weather forecast such as runway visual range for safe flight. However there are several local airfields at which no other forecasting functions are provided due to realistic problems like the deterioration, breakdown, expensive purchasing cost of the measurement equipment. To this end, this study proposes a prediction model of runway visual range for a local airport by applying convolutional neural network that has been most commonly used for image/video recognition, image classification, natural language processing and so on to the prediction of runway visual range. For constituting the prediction model, we use the previous time series data of wind speed, humidity, temperature and runway visibility. This paper shows the usefulness of the proposed prediction model of runway visual range by comparing with the measured data.

Fast Coordinate Conversion Method for Real-time Weather Radar Data Processing

  • Jang, Bong-Joo;Lim, Sanghun;Kim, Won
    • Journal of Multimedia Information System
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    • v.5 no.1
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    • pp.1-8
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    • 2018
  • The coordinate system conversion of weather radar data is a basic and important process because it can be a factor to measure the accuracy of radar precipitation rate by comparison with the ground rain gauge. We proposed a real-time coordinate system conversion method that combines the advantages of the interpolation masks of SPRINT and REORDER to use tables of predetermined radar samples for each interpolated object coordinate and also distance weights for each precomputed sample. Experimental results show that the proposed method improves the computation speed more than 20~30 times compared with the conventional method and shows that the deterioration of image quality is hardly ignored.

A Compound Deterioration Assessment of Concrete Subjected In Freezing-Thawing and Chloride Attack (동결융해와 염해의 복합작용을 받는 콘크리트의 내구성능 저하 평가)

  • 고경택;김도겸;김성욱;조명석;송영철
    • Journal of the Korea Concrete Institute
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    • v.13 no.4
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    • pp.397-405
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    • 2001
  • In clod weather regions, a strong seasonal wind brings sea salts to the land. In addition to it, recently, the spreading amount of deicing salts has increased numerously for purpose of removing snow and ice. Thus the salts environment around concrete structures becomes so severe that various damages of concrete due to applied salts will be brought up. Much of countries such as America, Europe etc. is carried out study for effects of deicing salts on concrete. However, there are not test methods for deterioration of concrete subjected to both freezing-thawing and chloride in Korea. In this study, we carried out test for the compound deterioration subjected to both freezing-thawing and chloride attack, to investigate the effects of sodium chloride on the deterioration of concrete. The test was performed to investigate the effects of cement type, strength and air content on the scaling deterioration of concrete. As a result, the scaling deterioration was accelerated in the presence of salts. And the resistance to scaling was strongly influenced by the type of cement, the strength and air content of concrete.