Linear Optimization Model to Minimize Total Cost of Repetitive Construction Projects and Identify Order of Units

被引:25
|
作者
Monghasemi, Shahryar [1 ]
Abdallah, Moatassem [1 ]
机构
[1] Univ Colorado Denver, Dept Civil Engn, 1200 Larimer, Denver, CO 80204 USA
关键词
Repetitive construction projects; Linear scheduling; Optimization; Construction planning and scheduling; Linear programing; Resource driven scheduling; SCHEDULING METHOD; PATH; LOB;
D O I
10.1061/(ASCE)ME.1943-5479.0000936
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This study developed a linear optimization model for scheduling repetitive construction projects with varying quantities of work in repetitive units. The model provides new capabilities that enable planners to identify an optimal/near-optimal schedule that minimizes project total cost and number of times crew work is interrupted. It is capable of identifying the optimal/near-optimal order of executing repetitive units to achieve further reduction in project time and cost. The model was developed in three main phases: (1) identifying input data such as quantities and crew productivity rates; (2) optimizing the construction schedule of repetitive units by identifying decision variables, formulating objective functions, and constraints, and executing model computations; and (3) visualizing the generated optimal/near-optimal schedule, crew interruption, project duration and cost, and order of executing repetitive units. Two case studies of 105 and 6 repetitive units were analyzed to evaluate the model performance. The model resulted in 0.13% and 4.2% additional reduction in project total cost and indirect cost, respectively, for the optimal order of repetitive units compared with the best model in the literature. (C) 2021 American Society of Civil Engineers.
引用
收藏
页数:15
相关论文
共 50 条
  • [31] Resource-Constrained Time-Cost Tradeoff for Repetitive Construction Projects
    Gholamreza Heravi
    Saeed Moridi
    KSCE Journal of Civil Engineering, 2019, 23 : 3265 - 3274
  • [32] Study on Integrated Cost Management of Total Factors and Total Process in Construction Projects
    Li Nannan
    Li Qingli
    Zhang Jingtao
    PROCEEDINGS OF 2008 INTERNATIONAL CONFERENCE ON CONSTRUCTION & REAL ESTATE MANAGEMENT, VOLS 1 AND 2, 2008, : 132 - 135
  • [33] Integrated Schedule and Cost Model for Repetitive Construction Process
    Cho, Kyuman
    Hong, Taehoon
    Hyun, Changtaek
    JOURNAL OF MANAGEMENT IN ENGINEERING, 2010, 26 (02) : 78 - 88
  • [34] Total Cost of a Construction - a Mathematical Model
    Bauer, Karel
    Lachout, Petr
    PROCEEDINGS OF THE 21ST INTERNATIONAL CONFERENCE MATHEMATICAL METHODS IN ECONOMICS 2003, 2003, : 15 - 19
  • [35] Optimization of earth station receiving performances to minimize total system cost
    Miyoshi, K
    SMC '97 CONFERENCE PROCEEDINGS - 1997 IEEE INTERNATIONAL CONFERENCE ON SYSTEMS, MAN, AND CYBERNETICS, VOLS 1-5: CONFERENCE THEME: COMPUTATIONAL CYBERNETICS AND SIMULATION, 1997, : 4370 - 4375
  • [36] CONSTRUCTION OF LINEAR RESISTANCE UNITS FOR A MODEL LUNG
    MECKLENBURGH, JS
    MEDICAL & BIOLOGICAL ENGINEERING & COMPUTING, 1988, 26 (05) : 552 - 554
  • [37] Minimize the total crane hoisting cost in the construction sites by the aids of genetic algorithm
    Struct. Eng. Dept., Faculty of Eng., Alexandria University, Alexandria, Egypt
    不详
    AEJ Alexandria Eng J, 2006, 5 (595-601):
  • [38] GA Optimization Model for Time/cost Trade-off Problem in Repetitive Projects Considering Resource Continuity
    Zhang, Li-hui
    Zou, Xin
    Su, Zhi-xiong
    APPLIED MATHEMATICS & INFORMATION SCIENCES, 2013, 7 (02): : 611 - 617
  • [39] Optimization Simulation of Construction Projects Materials Procurement and Storage Cost
    Chen Jian
    Liu Weiqun
    Lin Weiyang
    Xu Lina
    2008 4TH INTERNATIONAL CONFERENCE ON WIRELESS COMMUNICATIONS, NETWORKING AND MOBILE COMPUTING, VOLS 1-31, 2008, : 7807 - 7810
  • [40] Development of time–cost trade-off optimization model for construction projects with MOPSO technique
    Agarwal A.K.
    Chauhan S.S.
    Sharma K.
    Sethi K.C.
    Asian Journal of Civil Engineering, 2024, 25 (6) : 4529 - 4539