• Title of article

    ENHANCING WEIGHTED UNIFORM SIMULATION FOR STRUCTURAL RELIABILITY ANALYSIS

  • Author/Authors

    Ghohani Arab, H. university of sistan and baluchestan - Department of Civil Engineering, زاهدان, ايران , Ghasemi, M.R. university of sistan and baluchestan - Department of Civil Engineering, زاهدان, ايران , Rashki, M. university of sistan and baluchestan - Department of Civil Engineering, زاهدان, ايران , Miri, M. university of sistan and baluchestan - Department of Civil Engineering, زاهدان, ايران

  • From page
    635
  • To page
    651
  • Abstract
    Weighted Uniform Simulation (WUS) is recently presented as one of the efficient simulation methods to obtain structural failure probability and most probable point (MPP). This method requires initial assumptions of failure probability to obtain results. Besides, it has the problem of variation in results when it conducted with few samples. In the present study three strategies have been presented that efficiently enhanced capabilities of WUS. To this aim, a progressively expanding intervals strategy proposed to eliminate the requirement to initial assumptions in WUS, while low-discrepancy samples simultaneously employed to reduce variations in failure probabilities. Moreover, to improve the accuracy of MPP, a new simple local search method proposed and combined with the simulation that strengthened the method to obtain more accurate MPP. The capabilities of proposed strategies investigated by solving several structural reliability problems and obtained results compared with traditional WUS and common reliability methods. Results show that proposed strategies efficiently improved the capabilities of conventional WUS.
  • Keywords
    Weighted uniform simulation , Failure probability , Low discrepancy samples , Expanding interval strategy , Most probable point , Local search
  • Journal title
    International Journal of Optimization in Civil Engineering
  • Journal title
    International Journal of Optimization in Civil Engineering
  • Record number

    2566587