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Vibration monitoring of structures in the light of the Polish and international requirements

Aneta Herbut

Aneta Herbut

Faculty of Civil Engineering, Wroclaw University of Science and TechnologyPoland
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Herbut, Aneta
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Anna Jakubczyk-Gałczyńska

Anna Jakubczyk-Gałczyńska

Faculty of Civil and Environmental Engineering, Gdansk University of Technology
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Jakubczyk-Gałczyńska, Anna
 and 
Marek Wyjadłowski

Marek Wyjadłowski

Faculty of Civil Engineering, Wroclaw University of Science and TechnologyPoland
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Wyjadłowski, Marek
  
Jun 27, 2023
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Article Category: Original Study
Published Online: Jun 27, 2023
Page range: 209 - 220
Received: Sep 20, 2022
Accepted: Apr 14, 2023
DOI: https://doi.org/10.2478/sgem-2023-0008
Keywords
© 2023 Aneta Herbut et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.

Figure 1:

Threshold values of PPV at the foundation level given by the different codes addressed to structures sensitive to the dynamic load and long-time vibrations.
Threshold values of PPV at the foundation level given by the different codes addressed to structures sensitive to the dynamic load and long-time vibrations.

Figure 2:

Threshold values of PPV at the foundation level given by the different codes addressed to industrial and heavy commercial buildings insensitive to the dynamic load and short-time vibrations.
Threshold values of PPV at the foundation level given by the different codes addressed to industrial and heavy commercial buildings insensitive to the dynamic load and short-time vibrations.

Figure 3:

Dynamic Influence Scale (DIS I on the left, DIS II on the right) [21].
Dynamic Influence Scale (DIS I on the left, DIS II on the right) [21].

Figure 4:

The examined case: structure sensitive to dynamic excitation located in the vicinity of diaphragm wall installation (a); vibration monitoring made on structure (b).
The examined case: structure sensitive to dynamic excitation located in the vicinity of diaphragm wall installation (a); vibration monitoring made on structure (b).

Figure 5:

PPV values on the foundation level compared to the vibration limits given for the vibration-sensitive structures and long-time vibrations.
PPV values on the foundation level compared to the vibration limits given for the vibration-sensitive structures and long-time vibrations.

Figure 6:

The examined case: vibration-resistant structure located near the soldier pile wall realization.
The examined case: vibration-resistant structure located near the soldier pile wall realization.

Figure 7:

PPV values at the foundation level, compared to the vibration limits given for the vibration-insensitive structures and short-time vibrations.
PPV values at the foundation level, compared to the vibration limits given for the vibration-insensitive structures and short-time vibrations.

Figure 8:

The examined case (a) and specialized measuring equipment with a computer and sensors connected to the foundation (b).
The examined case (a) and specialized measuring equipment with a computer and sensors connected to the foundation (b).

Figure 9:

Results of impact analysis of the example building.
Results of impact analysis of the example building.

Number of occurrences of PPV transgressions according to the most and the least restrictive codes and the average (vibration-insensitive structures and short-time vibrations)_

Standard used Number of PPV exceedings
BS 7385 2
DIN 71
FTA 280
Language:
English
Publication timeframe:
4 times per year
Journal Subjects:
Geosciences, Geosciences, other, Materials Sciences, Composites, Porous Materials, Physics, Mechanics and Fluid Dynamics
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