Decision making in structural engineering problems under polymorphic uncertainty - A benchmark proposal

Published: 21 Jun 2019 | Version 4 | DOI: 10.17632/jw3wj5kwh2.4
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Description of this data

Benchmark_frame_det_2018_08.m: MATLAB file executing an exemplary deterministic calculation of the portal frame

portalFrame_2018_08.m: MATLAB file calculating the limit state function value for material failure g_mat [/], the limit state function value for stability failure g_stab [/], the horizontal displacement of the girder V_4 [m] and the vertical displacement V_8 [m] at the load position L_V [m]

measData.txt: text file with 5000 artificial measurements during operation of the crane (without occurrence of failure).
1st column: measurement set [/].
2nd column: horizontal displacement of the girder V_4 [m].
3rd column: vertical displacement V_8 [m] at L_V.
4th column: load position L_V [m].
5th column: wind load F_H [N].
6th column: brake load F_B [N].
7th column: crane load F_V [N].

AdditionalInfo.pdf: pdf file with additional information concerning the contribution "Decision making in structural engineering problems under polymorphic uncertainty - A benchmark proposal"

Experiment data files

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Latest version

  • Version 4

    2019-06-21

    Published: 2019-06-21

    DOI: 10.17632/jw3wj5kwh2.4

    Cite this dataset

    Petryna, Yuri; Drieschner, Martin (2019), “Decision making in structural engineering problems under polymorphic uncertainty - A benchmark proposal”, Mendeley Data, v4 http://dx.doi.org/10.17632/jw3wj5kwh2.4

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Data Assimilation, Benchmarking, Uncertainty Modeling, Decision Making

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