Record link: 
http://hdl.handle.net/20.500.12708/221946
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Title: 
Ensuring constant structural reliability for glued laminated timber beams across various size using the finite weakest-link theory
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Citation: 
Vida, C., Lukacevic, M., Pech, S., & Füssl, J. (2025). Ensuring constant structural reliability for glued laminated timber beams across various size using the finite weakest-link theory. In J. Füssl & M. Lukacevic (Eds.), ECCOMAS Thematic Conference on Computational Methods in Wood Mechanics from Material Properties to Timber Structures: Program & Book of Abstracts (pp. 102–102).
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Publication Type: 
Inproceedings - Abstract Book Contribution
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Language: 
English
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Authors: 
Vida, Christoffer 
Lukacevic, Markus 
Pech, Sebastian 
Füssl, Josef 
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Organisational Unit: 
E202-02 - Forschungsbereich Struktursimulation und Ingenieurholzbau 
E057-16 - Fachbereich Center for Geometry and Computational Design 
E056-02 - Fachbereich Computational Design (DC:CD) 
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Published in: 
ECCOMAS Thematic Conference on Computational Methods in Wood Mechanics from Material Properties to Timber Structures: Program & Book of Abstracts 
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Date (published): 
Jun-2025
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Event name: 
ECCOMAS Thematic Conference on Computational Methods in Wood Mechanics from Material Properties to Timber Structures (CompWood 2025) 
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Event date: 
4-Jun-2025 - 6-Jun-2025
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Event place: 
Wien, Austria
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Number of Pages: 
1
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Keywords: 
Structural Reliability; Laminated Timber Beams; Finite Weakest-Link Theory
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Research Areas: 
Materials Characterization: 25%
Modeling and Simulation: 75%
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Science Branch: 
2011 - Bauingenieurwesen: 100%
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Appears in Collections:
Conference Paper

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