• 제목/요약/키워드: Construction Duration Impact Factor

검색결과 7건 처리시간 0.022초

공사기간 영향요인에 따른 생산성의 OLAP 분석과 의사결정트리 분석 (OLAP and Decision Tree Analysis of Productivity Affected by Construction Duration Impact Factors)

  • 류한국
    • 한국건축시공학회지
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    • 제11권2호
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    • pp.100-107
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    • 2011
  • 건설공사의 공사기간은 건설프로젝트의 성공적인 완수를 위하여 중요한 부분을 차지하기 때문에 공사기간에 영향을 미치는 요인들을 체계적으로 관리하는 것이 필요하다. 최근에는 건설 제도적 변화로 건설공사의 공사기간에 대한 관심이 증대되고 있다. 그러나 건설 프로젝트의 공사기간에 미치는 영향요인은 매우 다양하며, 각 요인들 중 어떤 요인이 어느 정도 작업의 생산성에 영향을 미치는지에 대한 데이터의 체계적인 활용이 부족하다. 또한 특정 프로젝트, 특정 작업, 특정 협력업체 등에 영향을 미치는 요인이 무엇인지 또는 전체 프로젝트에 공통적으로 영향을 미치는 요인이 무엇인지를 인식하는 것조차 어려운 경우가 많다. 그러나 데이터 웨어하우스 기술의 다차원 분석을 활용함으로써 다양한 각도에서의 공사기간 영향요인이 미치는 생산성을 파악할 수 있다. 이에 본 연구는 건설공사에서 발생하는 다양한 영향요인에 따른 작업 생산성 데이터를 다차원적으로 분석하고 의사결정에 활용할 수 있는 데이터 마이닝 기술을 적용하여 기존 생산성 데이터들을 효과적으로 활용하는 방법을 제시한다.

Quantified Impact Analysis of Construction Delay Factors on Steel Staircase Systems

  • Kim, Hyun-Mi;Kim, Tae-Hyung;Shin, Young-Keun;Kim, Young-Suk;Han, Seungwoo
    • 한국건축시공학회지
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    • 제12권6호
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    • pp.636-647
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    • 2012
  • Construction projects have become so large, complicated and incredibly high-tech that process management is currently considered one of the most important issues. Unlike typical manufacturing industries, most major construction activities are performed in the open air and thus are exposed to various environmental factors. Many studies have been conducted with the goal of establishing efficient techniques and tools for overcoming these limitations. Productivity analysis and prediction, one of the related research subjects, must be considered when evaluating approaches to reducing construction duration and costs. The aim of this research is to present a quantified impact analysis of construction delay factors on construction productivity of a steel staircase system, which has been widely applied to high rise building construction. It is also expected to improve the process by managing the factors, ultimately achieving an improvement in construction productivity. To achieve the research objectives, this paper analyzed different delay factors affecting construction duration by means of multiple regression analysis focusing on steel staircase systems, which have critical effects on the preceding and subsequent processes in structure construction. Statistical analysis on the multiple linear regression model indicated that the environment, labor and material delay factors were statistically significant, with 0.293, 0.491, and 0.203 as the respective quantified impacts on productivity.

Development of a methodology for analysing and quantifying the impact of delay factors affecting construction projects

  • Shebob, Abdulhamid;Dawood, Nashwan;Shah, Raj K.
    • Journal of Construction Engineering and Project Management
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    • 제2권3호
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    • pp.17-29
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    • 2012
  • Delays are one of the biggest problems facing by the construction industry and they have significant financial and social impact in construction projects. The paper presents a framework of Delay Analysis System (DAS) with the aim of analysing the impact of delay factors in Libyan construction projects. The system has designed by integrating the possible delay factors, critical activities of a project using@risk simulator. A case study of building project was demonstrated to identify the impact of delays and the sensitivity of delay factor. The case study result showed that the project might be delayed by 97 to 103 days in comparison to the planned duration. The developed DAS is a tool for analysing and identify the impacts of delay factors and assist to construction manager to take necessary measure in reducing the delay impact. The paper provides a methodology for analysing the possible delay impact in a construction project and informing to construction manager in advance of the possible delay factors.

중소하천유역의 임계지속시간 결정에 관한 연구 (Study on the Critical Storm Duration Decision of the Rivers Basin)

  • 안승섭;이효정;정도준
    • 한국환경과학회지
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    • 제16권11호
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    • pp.1301-1312
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    • 2007
  • The objective of this study is to propose a critical storm duration forecasting model on storm runoff in small river basin. The critical storm duration data of 582 sub-basin which introduced disaster impact assessment report on the National Emergency Management Agency during the period from 2004 to 2007 were collected, analyzed and studied. The stepwise multiple regression method are used to establish critical storm duration forecasting models(Linear and exponential type). The results of multiple regression analysis discriminated the linear type more than exponential type. The results of multiple linear regression analysis between the critical storm duration and 5 basin characteristics parameters such as basin area, main stream length, average slope of main stream, shape factor and CN showed more than 0.75 of correlation in terms of the multi correlation coefficient.

현장 시공성 개선을 위한 롤타입 건식바닥난방시스템 개발 (A Study on the Development of Rolled Dry Floor Heating System for Improving Workability)

  • 이규동;김준호;정창호;김동우;小川慶一郞
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2012년도 추계 학술논문 발표대회
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    • pp.177-180
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    • 2012
  • Korea residential housing generally use wet floor heating system 'Ondol' which consist of insulation cushioning, lightweight foamed concrete, hot water pipe and mortar on top of reinforced concrete slab. Wet floor heating system's installation process is too complicate and difficult to supervise field for continuing assurance quality. Also, this method has a huge impact on the progress of construction because it take a long time to cure finishing mortar and lightweight foamed concrete. Therefore, it is considered a disturbance factor of reduction of construction duration for enhancing competitiveness. In this study, we conducted an experiment about the radiant heat performance and temperature difference on upper panel of rolled dry floor heating systems which is jointly developed by Kolon global and Sumisho Metalex for remodeling housing, studio apartment and the urban-life housing.

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Effect of Extreme Rainfall on Cut Slope Stability: Case Study in Yen Bai City, Viet Nam

  • Tran, The Viet;Trinh, Minh Thu;Lee, Giha;Oh, Sewook;Nguyen, Thi Hai Van
    • 한국지반환경공학회 논문집
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    • 제16권4호
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    • pp.23-32
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    • 2015
  • This paper addresses the effects of extreme rainfall on the stability of cut slopes in Yen Bai city, Northern Viet Nam. In this area, natural slopes are excavated to create places for infrastructures and buildings. Cut slopes are usually made without proper site investigations; the design is mostly based on experience. In recent years, many slope failures have occurred along these cuts especially in rainy seasons, resulting in properties damaged and loss of lives. To explain the reason that slope failure often happens during rainy seasons, this research analyzed the influence of extreme rainfalls, initial ground conditions, and soil permeability on the changes of pore water pressure within the typical slope, thereafter determining the impact of these changes on the slope stability factor of safety. The extreme rainfalls were selected based on all of the rainfalls triggering landslide events that have occurred over the period from 1960 to 2009. The factor of safety (FS) was calculated using Bishop's simplified method. The results show that when the maximum infiltration capacity of the slope top soil is less than the rainfall intensity, slope failures may occur 14 hours after the rain starts. And when this happens, the rainfall duration is the deciding factor that affects the slope FS values. In short, cut slopes in Yen Bai may be stable in normal conditions after the excavation, but under the influence of tropical rain storms, their stability is always questionable.

식생사주 역에서 지하수위와 토양수분의 현장 조사·분석 (A Field Survey and Analysis of Ground Water Level and Soil Moisture in A Riparian Vegetation Zone)

  • 우효섭;정상준;조형진
    • 한국수자원학회논문집
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    • 제44권10호
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    • pp.797-807
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    • 2011
  • 국내 하천에서 사주 상 식생 활착 현상이 급속하게 진행되고 있다. 1960년대 산업화와 도시화 이전 우리나라 하천은 모래, 자갈이대부분인이른바 'White River (백사장하천)'이었으나, 1970년대이후댐건설, 하천정비등으로유황과유사이 송특성이 교란되어수변에 식생이번무하게 되는이른바 'Green River (식생하천)'가진행중이다. 본 연구는비조절하천사주 상 식생활착에 영향을 미치는 인자 중에서 수위, 수온, 강우, 토양수분, 토양입경 등의 상호연관성을 파악하고자하였다. 이를 위해 우리나라 모래하천인 내성천의 하류를 시험하천구간으로 선정하고, 289일간 모니터링 및 조사 분석을 실시하였다. 또한 과거로부터 현재까지 식생의 경년변화를 파악하기 위해 1970년부터 2009년까지의 항공사진을 분석하였다. 시험하천구간의 범위는 횡단길이 361m, 종단길이 약 2 km이다. 조사 분석 결과 내성천 시험하천구간은 지하수위가 하천수위보다 20~30 cm 가량 높게 나타나는 이득하천이었다. 지하수온은 일별, 계절별 차이가 $5^{\circ}C$ 미만이었고, 하천수온은 식생활착이 본격적으로 시작되는 5월부터 $10^{\circ}C$ 이하로 떨어지지 않았다. 토양수분의 영향인자는 하층은 지하수위, 상층은 강우이며, 상하층은 모두 토양입경에 영향을 받는 것으로 나타났다. 토양수분측정지점 6곳의 지표면~지하 1m까지의 토양은 $D_{50}$ 입경 0.07~1.37mm의 모래이며, 이 입경에서 가능한 모세관 높이는 약 14~43 cm 범위로 추정된다. 한편 비 조절하천인 시험하천구간의 40년간 공간분석 결과, 인위적인 하천교란과 가뭄은 식생활착을 촉진하며, 홍수로 인해 식생군락이 자주 소멸될 수 있음을 확인하였다. 1970년부터 식생의 크고 작은 활착과 소멸이 반복되고 있지만 현재의 식생면적은 과거에 비해 뚜렷하게 증가되어 있다. 식생면적은 시간에 따라 점진적으로 증가하고 있는 것으로 판단된다.