Pavel Dobeš

VSB - Technical University of Ostrava

Czech Republic

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Articles (11)

Year:

2025

Year:

2023

Year:

2022

Year:

2022

Year:

2022

Year:

2022

Year:

2022

Year:

2022

Year:

2022

Year:

2022

Year:

2020

Collaborators (5)

Kristyna Vavrusova

VSB - Technical University of Ostrava

CZECH REPUBLIC

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Petr Mynarcik

VSB - Technical University of Ostrava

CZECH REPUBLIC

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Oldřich Sucharda

VSB - Technical University of Ostrava

CZECH REPUBLIC

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Marek Johanides

VSB - Technical University of Ostrava

CZECH REPUBLIC

View details

Antonin Lokaj

VSB - Technical University of Ostrava

CZECH REPUBLIC

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Pavel Dobeš

Research Interests

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Articles (11)

Analysis of the influence of sheathing board orientation on the horizontal load-carrying capacity and stiffness of wall panels in timber buildings

Stiffness and Deformation Analysis of Cross-Laminated Timber (CLT) Panels Made of Nordic Spruce Based on Experimental Testing, Analytical Calculation and Numerical Modeling

Numerical and Experimental Analysis of the Load-Carrying Capacity of a Timber Semi-Rigid Dowel-Type Connection

Numerical and Experimental Analysis of the Rotational Stiffness of a Timber Semi-Rigid Dowel-Type Connection

Timber Semirigid Frame Connection with Improved Deformation Capacity and Ductility

Numerical and Experimental Analysis of the Load-Carrying Capacity of a Timber Semi-Rigid Dowel-Type Connection

Numerical and Experimental Analysis of the Rotational Stiffness of a Timber Semi-Rigid Dowel-Type Connection

Load-Carrying Capacity of Double-Shear Bolted Connections with Slotted-In Steel Plates in Squared and Round Timber Based on the Experimental Testing, European Yield Model, and Linear Elastic Fracture Mechanics

Load-Carrying Capacity of Double-Shear Bolted Connections with Slotted-In Steel Plates in Squared and Round Timber Based on the Experimental Testing, European Yield Model, and Linear Elastic Fracture Mechanics

Timber Semirigid Frame Connection with Improved Deformation Capacity and Ductility

Effects of Loaded End Distance and Moisture Content on the Behavior of Bolted Connections in Squared and Round Timber Subjected to Tension Parallel to the Grain

Collaborators (5)

Kristyna Vavrusova

Petr Mynarcik

Oldřich Sucharda

Marek Johanides

Antonin Lokaj

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