2010
DOI: 10.1016/j.autcon.2009.09.002
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Dynamic construction site layout planning using max-min ant system

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Cited by 150 publications
(80 citation statements)
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“…In this approach, the position of objects is identified by a unique location reference that is assigned to grid cells (Fig. 1b) (Cheung et al 2002;Elbeltagi 1999, 2000;Elbeltagi et al , 2004Osman et al 2003;Khalafallah and El-Rayes 2006a, 2006b, 2008Ning et al 2010;Yahya and Saka 2014). This approach facilitates the search process and the identification of space conflicts between objects during the search.…”
Section: Grid Systemmentioning
confidence: 99%
See 1 more Smart Citation
“…In this approach, the position of objects is identified by a unique location reference that is assigned to grid cells (Fig. 1b) (Cheung et al 2002;Elbeltagi 1999, 2000;Elbeltagi et al , 2004Osman et al 2003;Khalafallah and El-Rayes 2006a, 2006b, 2008Ning et al 2010;Yahya and Saka 2014). This approach facilitates the search process and the identification of space conflicts between objects during the search.…”
Section: Grid Systemmentioning
confidence: 99%
“…Here, the size of the grid unit is selected such that it can fit the largest object. In a more advanced form of grid representation, an object can occupy multiple grid cells (e.g., Osman et al 2003;Ning et al 2010;Khalafallah and El-Rayes 2011). Using multiple grids allow a more realistic representation of the size of the object in the search process.…”
Section: Grid Systemmentioning
confidence: 99%
“…The population size of 200, the present model generated an optimal plan. The model was used to evaluate the fitness (construction logistics cost) by performing the following steps for each solution examined by the GA optimization tool in order to calculate: (1) the order quantities of each material during every stage based on the generated FOP and the material's demand in that stage; (2) the ordering costs based on the order quantities identified in step 1 and the suppliers purchase and delivery costs; (3) the financing cost using Equation 3 based on the cumulative materials demand and the cumulative supply which is dependent on the FOP values; (4) the stock-out cost using Equation 6 throughout calculating the material-related project delay (MRPD); (6) the storage space needs and dimensions for each material in every stage based on the planner-defined footprint schedules and the value of the FOP; and (7) the layout costs using Equations 6 through 9 considering the values of layout decision variables (locations and orientations) for all storage areas and temporary facilities [21,22]. The present CLC model requires construction planners to provide the following input data for the available case study: (1) the construction site geometry including the dimensions and locations of buildings under construction and site boundaries; (2) the project stages and cumulative demand of each material over time as an ASCII file format; (3) the dimensions and relocation costs of each temporary facility as Table 5: Footprint area of materials storage and temporary facilities.…”
Section: Clc Model Applicationmentioning
confidence: 99%
“…They used Ant Colony to solve a static site layout problem. Ning and Liu [22] employed Max-Min Ant System (MMAS), which is one of the standard variants of the ant colony optimization (ACO) algorithms to solve a dynamic construction site layout planning. Mixed integer programming [23], Tabu search [24] , harmony search [4] and colliding bodies optimization [25] are other methods that are used in this field.…”
Section: Introductionmentioning
confidence: 99%