• 제목/요약/키워드: Temporary structure

검색결과 303건 처리시간 0.026초

DNS장애 발생 시 효율적인 대처방안 (Efficient Management of DNS Failure)

  • 임양원;임한규
    • 한국콘텐츠학회논문지
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    • 제7권12호
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    • pp.273-282
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    • 2007
  • DNS는 인터넷주소 자원관리의 핵심이며 가장 기본이 되는 네이밍 서비스를 제공한다. 현재의 DNS는 트리구조로 계층화 되어있다. 하지만, 상위 DNS의 장애발생으로 인한 하위 DNS는 정상적인 연결이 어렵게 되며, 보조 DNS를 운영한다고 하더라도 그 위험성은 여전히 존재하게 된다. DNS는 빠른 검색이 가능하다는 장점 때문에 지금의 계층 구조를 버릴 순 없다. 본 논문에서는 이와 같은 DNS 장애 발생 시 효율적으로 대처할 수 있도록 지금의 계층구조의 장점을 유지하고 수평적이면서 독립적인 DNS구조를 추가해서 장애가 발생하더라도 임시적으로 로컬 DNS의 운영이 가능하도록 하였다.

Bayesian forecasting approach for structure response prediction and load effect separation of a revolving auditorium

  • Ma, Zhi;Yun, Chung-Bang;Shen, Yan-Bin;Yu, Feng;Wan, Hua-Ping;Luo, Yao-Zhi
    • Smart Structures and Systems
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    • 제24권4호
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    • pp.507-524
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    • 2019
  • A Bayesian dynamic linear model (BDLM) is presented for a data-driven analysis for response prediction and load effect separation of a revolving auditorium structure, where the main loads are self-weight and dead loads, temperature load, and audience load. Analyses are carried out based on the long-term monitoring data for static strains on several key members of the structure. Three improvements are introduced to the ordinary regression BDLM, which are a classificatory regression term to address the temporary audience load effect, improved inference for the variance of observation noise to be updated continuously, and component discount factors for effective load effect separation. The effects of those improvements are evaluated regarding the root mean square errors, standard deviations, and 95% confidence intervals of the predictions. Bayes factors are used for evaluating the probability distributions of the predictions, which are essential to structural condition assessments, such as outlier identification and reliability analysis. The performance of the present BDLM has been successfully verified based on the simulated data and the real data obtained from the structural health monitoring system installed on the revolving structure.

조선시대 궁중의례행사의 차일의 기능과 특성에 관한 연구 -19세기 이후 궁중연향을 중심으로- (A Study on Functions and Characteristics of 'Cha-il(遮日)' through the Analysis of Ritual Events(宮中儀禮行事) in the Joseon Dynasty -Focused on the Congratulatory Events since 19C-)

  • 최지영;한동수
    • 건축역사연구
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    • 제14권2호
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    • pp.143-157
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    • 2005
  • This study aims to analyze functions and characteristics of 'Cha-il(遮日)' which was used at ritual events(宮中儀禮行事) in the Joseon dynasty, Joseon dynasty had many ritual events related with O-Rae(五禮). Cha-il was almost used at important ritual events, especially at the congratulatory events. The congratulatory events(宮中宴享) are the representative events were held with many temporary install facilities(假設施設) in a palace. Cha-il was a kind of Korean traditional membrane structures. Cha-il was set up for cutting off interior space from sunlight and rain. In general, Cha-il was Consisted of Cha-il-jang(遮日帳:woven fabric), Cha-il-jook(遮日竹:bamboo column), some ropes, and fixing wares. In the congratulatory events, three types of Cha-il. were set up. Baek-mok-Dae-Cha-il(白木大遮日)was made of cotton cloth. Yu-Dun-Cha-Il(油芚遮日) was made of oiled paper or oiled cotton cloth. Man-Joen-Cha-Il(滿箭遮日) consisted of wooden structure. Baek-mok-Dae-Cha-il(白木大遮日)was set up on the most important area of stage for protecting from sunlight. Yu-Dun-Cha-Il was set up on less important area of stage for protecting from sunlight and rain. Man-Joen-Cha-Il was set up below Baek-mok-Dae-Cha-il for supporting and draining raindrops off. The results of this study were as follows; Functions of Cha-il were to protect ritually space from sunlight and rain, and to extend ritually space, and to reconstruct ritually space. Cha-il was the peculiar temporary install facility which differed from other countries.

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재사용 파이프서포트의 내력변화 연구(III) (A Study on the Strength Change of Used Pipe Support(III))

  • 백신원;최순주
    • 한국안전학회지
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    • 제21권3호
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    • pp.101-106
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    • 2006
  • Formwork is a temporary structure that supports its weight and that of freshly placed concrete as well as construction live loads. In constructions site, pipe supports are usually used as shores which are consisted of the slab formwork. The strength of a pipe support is decreasing as it is frequently being used at the construction site. Among the accidents and failures that occur during concrete construction, there are many formwork failures which usually happen at the time concrete is being placed. The objective of this study is to find out the strength change of used pipe support and unused pipe supports according to aging. In this study, 2857 pipe supports were prepared. Among these pipe supports, 2337 pipe supports were lent to the construction companies free of charge. 520 pipe supports were kept on the outside. Compressive strength was measured by knife edge test and plate test at each 3 month. Test results show that the strength of unused pipe supports as well as used pipe supports was decreasing according to age, use frequency and load carrier, and the strength of used pipe supports was lower than the strength of unused pipe supports at the same age. So, the strength of used pipe supports from 191 days to present day was not satisfied the specification of KS F 8001. In this study, the strength of pipe support according to age, use frequency and load carrier was predicted using SPSS 12.0. It was known that the strength of pipe support using for 5 years was reduced to 42.8%. According to these results, it shows that attention has to be paid to formwork design using used pipe supports. Therefore, the present study results will be able to provide a finn base to prevent formwork collapses.

방송 제작 특성에 기반한 유해위험요인 분석 (A Study on the Risk Factors at the Broadcasting Production Site)

  • 남연경;진상은;이종빈;김경우;나민오
    • 한국안전학회지
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    • 제35권2호
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    • pp.67-75
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    • 2020
  • Due to various industrial accident that occur to the staff in the broadcasting production sites, the issue of safety at the broadcast production site is becoming a social issue. Nevertheless, not many researches have been carried out on the actual conditions of the staff's production environment and its safety issues. Therefore, the purpose of this study was to prepare a countermeasure based on engineering knowledge by analyzing working environment to improve the poor working environment of staff. First, this study analyzed statistical data of industrial accidents over the past five years to find out the current status of disasters at broadcasting production sites. As a result, the intensity of the accident was not weak in that the loss days was more than one month in 85% of accident. In addition, the type of accident was high in the fall/trip accidents. Second, this study visited 10 broadcasting production sites for risk assessment. By analyzing the characteristics of the working environment and 104 questionnaires, we predicted the types of accidents that can occur in the broadcasting production site. As a result, accident types such as fall, collision, and trip were relatively high, similar to the characteristics of construction site. Third, it was possible to quantify the scale of the risk in the broadcasting production, and as a result, the quantity of temporary structure and accident risk were proportional. In other words, this study analyzes broadcasting work environment and defines risk factors based on safety engineering knowledge. Finally, this study suggested a guideline to improve the safety of the broadcasting production site.

재사용 파이프서포트의 내력변화 연구 (A study on the strength Change of Used Pipe Support)

  • 백신원;최순주
    • 건설안전기술
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    • 통권38호
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    • pp.79-87
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    • 2006
  • Formwork is a temporary structure that supports its weight and that of freshly placed concrete as well as construction live loads. In constructions site, pipe supports are usually used as shores which are consisted of the stab formwork. The strength of a pipe support is decreasing as it is frequently being used at the construction site. Among the accidents and failures that occur during concrete construction, there are many formwork failures which usually happen at the time concrete is being placed. The objective of this study is to find out the strength change of used pipe support and unused pipe supports according to aging. In this study, 2857 pipe supports were prepared. Among these pipe supports, 2337 pipe supports were lent to the construction companies free of charge. 520 pipe supports were kept on the outside. Compressive strength was measured by knife edge test and plate test at each 3 month. Test results show that the strength of unused pipe supports as well as used pipe supports was decreasing according to age, use frequency and load carrier, and the strength of used pipe supports was lower than the strength of unused pipe supports at the same age. So, the strength of used pipe supports from 191 days to present day was not satisfied the specification of KSF 8001. In this study, the strength of pipe support according to age, use frequency and load carrier was predicted using SPSS 12.0. It was known that the strength of pipe support using for 5 years was reduced to 42.8%. According to these results, it shows that attention has to be paid to formwork design using used pipe supports. Therefore, the present study results will be able to provide a firm base to prevent formwork collapses.

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재사용 파이프서포트의 내력변화 연구(II) (A Study on the Strength Change of Used Pipe Support(II))

  • 백신원;노민래
    • 한국안전학회지
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    • 제20권3호
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    • pp.120-125
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    • 2005
  • Formwork is a temporary structure that supports its weight and that of freshly placed concrete as well as construction live loads. Among the accidents and failures that occur during concrete construction, many are formwork failures which usually happen at the time concrete is being placed. In constructions site, pipe supports are usually used as shores which are consisted of the slab formwork. The strength of a pipe support is decreasing as it is frequently being used at the construction site. The objective of this study is to find out the strength change of used pipe support and unused pipe supports according to aging. In this study, 2857 pipe supports were prepared. Among these pipe supports, 2337 pipe supports were lent to the construction companies fire of charge. 520 pipe supports were kept on the outside. Compressive strength was measured by knife edge test and plate test at each 3 month. Test results show that the strength of unused pipe supports as well as used pipe supports was decreasing according to age, use frequency and load carrier, and the strength of used pipe supports was lower than the strength of unused pipe supports at the same age. So, the strength of used pipe supports from 191 days to present day was not satisfied the specification of KS F 8001. According to these results, it shows that attention has to be paid to formwork design using used pipe supports. Therefore, the present study results will be able to provide a firm base to prevent formwork collapses.

무인항공기(UAV)를 활용한 건설현장 가시설물 안전관리 (Safety Management of Steel Pipe Scaffold using UAV)

  • 전병희;김남균;전계원;최봉진
    • 한국방재안전학회논문집
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    • 제12권3호
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    • pp.59-67
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    • 2019
  • 본 연구에서는 건설현장을 대상으로 무인항공기(UAV) 촬영을 통하여 얻어진 사진측량 자료를 이용하여 작업발판 등의 가설시설물 설치에 대한 적정성을 검토하였다. 연구대상은 강원대학교 삼척캠퍼스내 건물보강공사를 위한 가시설물이다. 검토대상은 강관비계의 띠장방향 비계기둥 간격, 장선방향 비계기둥 간격, 띠장 간격이다. 무인항공기 측량자료를 이용하여 검토한 결과 장선방향 비계기둥 간격은 기준을 잘 준수하여 설치되어 있었으나, 띠장방향 비계기둥 간격과 띠장 간격은 기준에 미달된 개소도 다수 발견되어 개선이 요구되었다. 특히 띠장 간격은 대부분 지점에서 기준에 미달되어 있었다. 무인항공기촬영으로 3차원 자료를 이용하여 입체적인 측량이 가능하여, 타 시설물에 가려져 있거나 내부에 위치한 시설물도 측량이 가능하였다. 무인항공기 촬영을 통하여 신속하게 현장의 상태를 자료화할 수 있으며, 현장인력의 작업을 방해하지 않고 측량을 수행할 수 있었다. 가시설물의 설치기준은 작업자의 안전확보를 위해 반드시 준수되어야 함에도 불구하고 현장에서는 아직 소홀히 다루어지고 있음을 알 수 있었다. 현장공정관리에 무인항공기 등을 활용하여 정기적으로 점검을 할 수 있도록 법적 제도가 보완되어야 한다고 판단되었다.

지하구조물에 적용하는 누수균열 보수용 방수씰의 성능평가 방법에 관한 연구 (A Study on the Performance Evaluation Method of Waterproofing-Seal as Leakage Cracks Repairing Material using on the Underground Structure)

  • 권시원;권기주;이종용;오상근
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.652-655
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    • 2004
  • In these days, repair materials for leakage cannot help but being taken in temporary way without any noticeable countermeasure. This kind of repair is socially criticized many times that is defective construction even if tills costs a lot. It was not arrange the standard for performance evaluation test method and quality maintenance for materials, even it has been used various injection repairing agent. In conclusion, We suggest that the test method for repair materials for leakage to establish the leakage repairing technology as increase of structure demand, so that the necessity of the establishment of the quality control standard and the performance testing way on the relevant water-proof seal is increasing a lot to regulate the water-proof technology and the leakage repair technology.

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Centrifuge modelling of temporary roadway systems subject to rolling type loading

  • Lees, Andrew S.;Richards, David J.
    • Geomechanics and Engineering
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    • 제3권1호
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    • pp.45-59
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    • 2011
  • Scaled centrifuge modelling techniques were used to study the soil-structure interactions and performance of a jointed rollable aluminium roadway (or trackway) system on soft clay under light truck tyre loads. The measured performance and subsequent analyses highlighted that the articulated connections significantly reduced the overall longitudinal flexural stiffness of the roadway leading to stress concentrations in the soil below the joints under tyred vehicle loadings. This resulted in rapid localised failure of the supporting soil that in turn led to excessive transverse flexure of the roadway and ultimately plastic deformations. It is shown that the performance of rollable roadway systems under tyred vehicle trafficking will be improved by eliminating joint rotation to increase longitudinal stiffness.