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Complete fuzzy scheduling and fuzzy earned value management in construction projects

Journal of Zhejiang University-Science A(Applied Physics & Engineering) 2012年第1期13卷 56-68页

作者： José Luís PONZ-TIENDA Eugenio PELLICER víctor yepes School of Building Engineering Universitat Politècnica de València School of Civil Engineering Universitat Politècnica de València Department of Construction Engineering ICITECHUniversitat Politècnica de València

This paper aims to present a comprehensive proposal for project scheduling and control by applying fuzzy earned *** goes a step further than the existing literature:in the formulation of the fuzzy earned value we consider not only its duration,but also cost and production,and alternatives in the scheduling between the earliest and latest *** mathematical model is implemented in a prototypical construction project with all the estimated values taken as fuzzy *** findings suggest that different possible schedules and the fuzzy arithmetic provide more objective results in uncertain environments than the traditional *** proposed model allows for controlling the vagueness of the environment through the adjustment of the α-cut,adapting it to the specific circumstances of the project.

关键词： Construction Earned value method(EvM) Fuzzy logic Fuzzy set Project management Scheduling

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Multi-objective optimization design of bridge piers with hybrid heuristic algorithms

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Journal of Zhejiang University-Science A(Applied Physics & Engineering) 2012年第6期13卷 420-432页

作者： Francisco J. MARTINEZ-MARTIN Fernando GONZALEZ-vIDOSA Antonio HOSPITALER víctor yepes Department of Geotechnical Engineering Universitat Politècnica de València 46022 Valencia Spain Department of Construction Engineering ICITECH Universitat Politècnica de València 46022 Valencia Spain

This paper describes one approach to the design of reinforced concrete (RC) bridge piers, using a three-hybrid multi- objective simulated annealing (SA) algorithm with a neighborhood move based on the mutation operator from the genetic algorithms (GAs), namely MOSAMO1, MOSAMO2 and MOSAMO3. The procedure is applied to three objective functions: the economic cost, the reinforcing steel congestion and the embedded CO 2 emissions. Additional results for a random walk and a descent local search multi-objective algorithm are presented. The evaluation of solutions follows the Spanish Code for structural concrete. The methodology was applied to a typical bridge pier of 23.97 m in height. This example involved 110 design variables. Results indicate that algorithm MOSAMO2 outperforms other algorithms regarding the definition of Pareto fronts. Further, the proposed procedure will help structural engineers to enhance their bridge pier designs.

关键词： Bridge piers Concrete structures Multi-objective optimization Simulated annealing (SA) Structural design

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