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PLAXIS | SOILVISION Wiki Implementation of accuracy metric is not according to PISA theory
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    Implementation of accuracy metric is not according to PISA theory

    Application PLAXIS MoDeTo
    Issue status Open
    First Affected Version PLAXIS MoDeTo CONNECT Edition V20
    Found in Version PLAXIS MoDeTo CONNECT Edition V20
    Fixed and Released in Version
    Issue # SW-44009
    Date created 24 February, 2020
    Date modified 24 February, 2020

    Problem description

    The accuracy metric, η (eta), is a measure that compares the areas below the global load-displacement curve in 3D (reference) and 1D (See the Manual, Section 4.7.4.). Thus, the value of η depends on construction on the maximum displacement (v) reached along the curve. In the PISA publications, this displacement is fixed at two values: vul = D/10 for the ultimate or large displacements condition and vsd = D/10,000 for the small displacements condition. In the current implementation of PLAXIS MoDeTo, however, this displacement is calculated as the lower value reached by any of the two analyses. This causes the value of η to be input-load-dependent, which is inappropriate for a comparison between the curves.

    Solution

    A first approximation of the value of η can be displayed if the horizontal force, H, is modified so that the reached displacement is close to the target value, vsd or vul. Proper values of the accuracy metric for the target displacements can be calculated e.g. by exporting the tabulated 1D and 3D H-v curves to a spreadsheet.

    • MoDeTo
    • accuracy condition
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    • Micha van der Sloot Created by Bentley Colleague Micha van der Sloot
    • When: Mon, Feb 24 2020 3:03 AM
    • Revisions: 1
    • Comments: 0
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