Two Stochastic Methods to Model Initial Geometrical Imperfections of Steel Frame Structures

Two Stochastic Methods to Model Initial Geometrical Imperfections of Steel Frame Structures

The stochastic modeling of geometrically imperfect steel frame structures requires statistical inputs for imperfection parameters, often with specific mutual correlations. The stochastic input values of geometrical imperfections are derived from European Standard EN 1090-2:2018 tolerance criteria. T...

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Bibliographic Details
Main Authors: Daniel Jindra, Zdeněk Kala, Jiří Kala
Format: Article
Language:English
Published: MDPI AG 2024-01-01
Series:Buildings
Subjects:
correlations
erection tolerances
first order reliability method
initial geometrical imperfections
multi-storey steel frames
Online Access:https://www.mdpi.com/2075-5309/14/1/196

Internet

https://www.mdpi.com/2075-5309/14/1/196

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