Uncertainty quantification in the strain response of prestressed reinforced concrete structures using fractile based sampling-Reference-Cited by-同舟云学术

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Uncertainty quantification in the strain response of prestressed reinforced concrete structures using fractile based sampling

Published:2024-01-09 Issue:5 Volume:20 Page:771-789
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Wang Xingjian¹^ORCID,Strauss Alfred²³^ORCID,Randl Norbert⁴^ORCID,Bocchini Paolo¹^ORCID

Affiliation:

1. Department of Civil and Environmental Engineering, Catastrophe Modeling Center, Lehigh University, Bethlehem, PA, USA

2. Institute of Structural Engineering, University of Natural Resources and Life Sciences, Vienna, Austria

3. Faculty of Civil Engineering, Institute of Structural Mechanics, Brno University of Technology, Brno, Czech Republic

4. Faculty of Civil Engineering and Architecture, Carinthia University of Applied Sciences, Villach, Austria

Funder

Czech Science Foundation, Czech Republic under project

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2023.2300072

Reference63 articles.

1. Shear Strength of Concrete Members: Challenges, Recent Developments and Possibilities

2. Apostolidi E. Šomodíková M. Strauss A. Novák D. Pukl R. & Lehký D. (2022). Modelling of nonlinear and uncertain behavior of concrete bridges. Proceedings of the 1st Conference of the European Association on Quality Control of Bridges and Structures: EUROSTRUCT 2021 1 244–251.

3. Influence of modelling strategies on uncertainty propagation in the alternate path mechanism of reinforced concrete framed structures

4. Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: Theoretical formulation

5. Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups: I. Formulation

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