• 제목/요약/키워드: Optimal construction cost

검색결과 368건 처리시간 0.027초

Resource-constrained Scheduling at Different Project Sizes

  • Lazari, Vasiliki;Chassiakos, Athanasios;Karatzas, Stylianos
    • 국제학술발표논문집
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    • The 9th International Conference on Construction Engineering and Project Management
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    • pp.196-203
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    • 2022
  • The resource constrained scheduling problem (RCSP) constitutes one of the most challenging problems in Project Management, as it combines multiple parameters, contradicting objectives (project completion within certain deadlines, resource allocation within resource availability margins and with reduced fluctuations), strict constraints (precedence constraints between activities), while its complexity grows with the increase in the number of activities being executed. Due to the large solution space size, this work investigates the application of Genetic Algorithms to approximate the optimal resource alolocation and obtain optimal trade-offs between different project goals. This analysis uses the cost of exceeding the daily resource availability, the cost from the day-by-day resource movement in and out of the site and the cost for using resources day-by-day, to form the objective cost function. The model is applied in different case studies: 1 project consisting of 10 activities, 4 repetitive projects consisting of 40 activities in total and 16 repetitive projects consisting of 160 activities in total, in order to evaluate the effectiveness of the algorithm in different-size solution spaces and under alternative optimization criteria by examining the quality of the solution and the required computational time. The case studies 2 & 3 have been developed by building upon the recurrence of the unit/sub-project (10 activities), meaning that the initial problem is multiplied four and sixteen times respectively. The evaluation results indicate that the proposed model can efficiently provide reliable solutions with respect to the individual goals assigned in every case study regardless of the project scale.

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이산 사건 시뮬레이션을 활용한 건설공정 CO2 배출량 추정 시스템 (An Estimating System for the CO2 Emissions using Discrete Event Simulation)

  • 이창용;곽한성;이동은
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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    • pp.196-197
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    • 2014
  • Low carbon construction is an important operation management goal such as cost, time, and quality in construction community. This paper introduces a system which measures the variability of carbon dioxide amounts. First, this system allows creating construction operation models of which the level of detail is breakdown into the work task level. Second, the system implements sensitivity analysis along with a ranges of resources that are allocated in an operation model. It facilitates to find the optimal resource combination using the operation performances such as the amount of emissions, operation completion time, and cost. Lastly, it identifies the best fit probability distribution functions of performance criteria given a certain resource combination. It allows project manager to query the percentages to complete the operation within a limitation specified by the system users.

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Optimal mix design of air-entrained slag blended concrete considering durability and sustainability

  • Wang, Xiao-Yong;Lee, Han-Seung
    • Advances in concrete construction
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    • 제11권2호
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    • pp.99-109
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    • 2021
  • Slag blended concrete is widely used as a mineral admixture in the modern concrete industry. This study shows an optimization process that determines the optimal mixture of air-entrained slag blended concrete considering carbonation durability, frost durability, CO2 emission, and materials cost. First, the aim of optimization is set as total cost, which equals material cost plus CO2 emission cost. The constraints of optimization consist of strength, workability, carbonation durability with climate change, frost durability, range of components and component ratio, and absolute volume. A genetic algorithm is used to determine optimal mixtures considering aim function and various constraints. Second, mixture design examples are shown considering four different cases, namely, mixtures without considering carbonation (Case 1), mixtures considering carbonation (Case 2), mixtures considering carbonation coupled with climate change (Case 3), and mixtures of high strength concrete (Case 4). The results show that the carbonization is the controlling factor of the mixture design of the concrete with ordinary strength (the designed strength is 30MPa). To meet the challenge of climate change, stronger concrete must be used. For high-strength slag blended concrete (design strength is 55MPa), strength is the control factor of mixture design.

기존 건축물의 에너지 효율화 리트로핏 패키지 방안 (Energy efficiency retrofit package plan for existing buildings)

  • 김수민;조현미
    • 토지주택연구
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    • 제11권1호
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    • pp.95-101
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    • 2020
  • In the past few decades, the global population growth and rapid economic development have resulted in significant increases in building energy consumption. To reduce greenhouse-gas emissions and building energy consumption, building materials and energy technologies must be optimized. Building retrofitting is a more efficient method than reconstruction to improve the building energy performance. In order to improve the energy performance of existing buildings, this study proposed energy-efficiency retrofit plans and derived cost-effective retrofit plan. The energy efficient retrofit method is achieved through the packaging of energy technology and the energy and cost reduction effect of the energy efficiency retrofit package are analyzed. As a result of the study, the energy-efficiency retrofit package showed an energy reduction effect of up to 60% or more and a construction cost reduction of about 30%. This study argues that optimal energy and construction cost reduction of existing buildings are possible through the packaging of energy efficiency technology.

AHP 기법을 이용한 교량상부구조의 VE 검토

  • 박장호;신영석;안예준;이광균
    • 건설안전기술
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    • 통권52호
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    • pp.58-66
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    • 2011
  • This study presents an algorithm to select the best alternative plane among various bridge superstructure types (Steel box girder, Rational girder, PSC-I girder) using Value Engineering (VE). Economical efficiency, landscape, constructability, maintenance, stability, function of bridge superstructure were taken into consideration in the designing of bridge. Economical efficiency was evaluated for each alternative plan with optimal design considering Life Cycle Cost (LCC), Repair and rehabilitation histories and some factors were set to get reasonable results. In the application of Analytic Hierarchy Process (AHP), consistency of Pairwise Comparisons Matrix was evaluated and the best plan was determined.

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건물구조체를 이용한 수평형 지열시스템의 시공법에 관한 연구 (Study on construction method of horizontal ground heat pump system using the building structure)

  • 채호병;남유진
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2013년도 추계 학술논문 발표대회
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    • pp.139-140
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    • 2013
  • Ground source heat pump systems can achieve the energy saving of building and reduce CO2 emission by utilizing stable ground temperature. However, they have many barriers such as high cost of installation, incompletion of design tool, lack of recognition as heating and cooling systems. In order to solve the problems, the building integrated geothermal system (BIGS) developed by several researches which use building foundation as a heat exchanger. In order to establish the optimum design tool of BIGS with the horizontal heat exchanger, the prediction method of ground heat exchange rate developed with numerical simulation model. In this study, the economic analysis for BIGS was conducted based on simulation results and the optimal design method was suggested. As a result, it was found that the case of 32 A, piping space 0.3 m, piping deep 0.5 m and flow rate 9.52 L/min was the best case as 50.1 W/m2 of heat exchange rate. In this case the initial cost was reduced to 115 million won.

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다양한 제약조건을 갖는 열개의 파쇄장비 모델들 중 최적 모델 선정을 위한 방법과 신뢰성 (A Methodology and Reliability for Selecting the Optimal Model among Ten Models of Crushing Machine with Various Constraints)

  • 임영문;황영섭
    • 대한안전경영과학회지
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    • 제7권1호
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    • pp.159-166
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    • 2005
  • It is not difficult to see the road repairing. There are many and various machines which crush road surface. The efficiency and power of the machine depend on crushing head-shape, crushing interval, crushing load, crushing stress, machine's dropping height and roller's kind. The objective of this study is to select the optimal model among ten models of crushing machine with constraints such as crushing depth, variation, and crushed particle size. And then this paper provides the valid theoretical base on selected model. The data for this study are chosen from the site of construction in Kangnung during three months (2004. 6. 1${\~}$2004. 8. 31). The provided methodology in this paper will be fruitful not only for the selection of crushing machine but also for the aspects of construction period, cost, work efficacy according to the condition from the various sites of construction.

개방형 KBIMS 라이브러리를 활용한 최적설계대안 선정을 위한 BIM-LCC분석 시스템 구축 (Establishment of BIM-LCC Analysis System for Selecting Optimal Design Alternative using Open KBIMS Libraries)

  • 이춘경
    • 한국산학기술학회논문지
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    • 제21권12호
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    • pp.153-161
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    • 2020
  • 스마트건설기술 중 하나인 건설정보모델은 현행 건설시설사업에 필수 기술로 인식되고 있다. 특히 건설사업 발주 기관인 조달청 등에서 BIM 전면도입 계획을 발표하였기에 설계지원용역 업무에서도 BIM설계 정보를 활용한 업무추진이라는 변화가 요구되고 있다. LCC분석은 공사내역서상의 아이템, 물량, 비용 정보가 필수 정보이므로 BIM설계 정보 활용에 따른 업무 효율성과 시간단축이 기대되는 분야이다. 이에 본 연구에서는 개방형 KBIMS 라이브러리를 적극 활용하여 최적설계 대안 선정용 BIM-LCC분석 시스템을 구축하였다. 설계안의 적정성과 최적설계안을 선정하기 위하여 단일대안과 최적대안 LCC분석 기능을 구현하였으며, LCC분석과 기능분석을 실시하여 가치가 높은 대안을 선택할 수 있는 기능도 포함하였다. 그러나 BIM-LCC분석 시스템은 국토교통부에서 개방형 BIM을 위해 공개한 건축과 기계 라이브러리만을 적용했다는 한계점을 가지고 있으나 BIM기술을 적용했다는 점에서 실무 활용성과 업무 효율성을 기대할 수 있다. 향후 설계단계 BIM설계정보를 활용한 LCC분석 지원 툴로서 활용하기 위해 다양한 테스트베드를 선정하여 해당 시스템을 검증하고, 실무적용성 및 UI개선, 신규로 추가되는 라이브러리에 대한 LCC기준 DB화 방안에 대한 검토가 필요하겠다.

회귀분석을 통한 공공청사 골조 공사의 개산견적 방안 (Conceptual Cost Estimate Method of Public Office Building Structural Frame Work by Regression Analysis)

  • 조영호;최현준;김정원;윤석헌
    • 한국건축시공학회지
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    • 제20권2호
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    • pp.147-153
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    • 2020
  • 프로젝트 초기단계에서 적정공사비 산정은 필수적이다. 적정공사비 산출을 위해서는 개산견적은 중요한 요인이 된다. 하지만 국내의 개산견적 활용 현황은 건물 유형에 따른 단위면적당 공사비만 활용하는데 그치고 있어 그 정확도가 높지 않다. 이에 본 연구에서는 따른 골조 공사의 공통 내역항목 수량을 연면적에 의한 회귀식을 제시하여 골조 공사의 철근, 레미콘, 거푸집에 대하여 개산 수량을 산출하고자 하였다. 본 연구에서 제시한 회귀식의 정확성과 타당성을 검증하기 위해 기존에 사용된 개산 수량법과 본 연구에서 제시한 회귀식을 실 사례에 적용하여 비교분석을 실시하였다. 그 결과 기존 개산 수량 법은 실소요 수량에 비해 발생한 오차율이 -102 ~ 55%였으며, 이에 기존 개산수량 법은 AACE에서 제시한 개산견적 정확도 범위인 -50~100%에 초과되었으나, 본 연구에서 제시한 회귀식의 오차율은 -6.4 ~ 11.62%였다. 이는 AACE의 개산견적 정확도 범위뿐만 아니라 상세견적 단계에서도 사용할 수 있다고 볼 수 있다. 그러나 더 높은 기대효과를 기대하기 위해서는 향후 수량뿐만 아니라 단가에 대한 영향요인을 분석하여 적정 공사비를 산출하는 연구가 필요하다고 판단된다.

공공청사 개산견적 정확도 향상을 위한 공사비 영향요인 분석 (Analysis of Impact Factors for the Improvement of Conceptual Cost Estimation Accuracy for Public Office Building)

  • 조영호;윤석헌
    • 한국건축시공학회지
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    • 제21권5호
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    • pp.495-506
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    • 2021
  • 본 연구는 기획단계에서 이루어지는 개산견적 예측 모델의 정확도를 향상시키기 위하여 최적의 영향요인 조합을 제시하였다. 이에 기획단계에서 활용이 가능한 정량적인 영향요인을 선정하여 상관분석 통해 공사비에 가장 많은 영향을 주는 연면적을 중심으로 8가지의 영향요인 조합을 설정하였다. 8가지 영향요인 조합을 다중회귀분석을 통하여 VIF계수 및 회귀식을 도출하였다. VIF계수를 통해 연면적, 건축면적과 층 영향요인을 함께 사용할 경우 연면적과 건축면적 두 영향요인 간의 종속적인 관계를 확인하였다. 이에 독립성이 예측 모델 정확도의 관계를 분석하기 위하여 실 사례 프로젝트 10건을 회귀식에 대입하여 정확도를 분석하였다. 분석결과, 독립성이 확보가 안 된 영향요인 조합은 다른 영향요인에 비해 정확도 떨어지는 것을 확인할 수 있다. 따라서 최대한 많은 영향요인을 활용하는 것보다 최적의 영향요인 조합을 선정하는 것이 예측 모델의 정확도를 향상시킬 수 있다고 판단되며, 본 연구에서는 연면적과 건축면적을 활용하였을 경우 정확도가 가장 높은 것을 확인하였다.