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

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

Studia Geotechnica et Mechanica
Volume 45 (2023): Issue 3 (September 2023)
By: Aneta Herbut,  Anna Jakubczyk-Gałczyńska and  Marek Wyjadłowski  
Open Access
|Jun 2023

Figures & Tables

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 usedNumber of PPV exceedings
BS 73852
DIN71
FTA280
DOI: https://doi.org/10.2478/sgem-2023-0008 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 209 - 220
Submitted on: Sep 20, 2022
|
Accepted on: Apr 14, 2023
|
Published on: Jun 27, 2023
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
vibration monitoring,
structure protection,
seismic load
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2023 Aneta Herbut, Anna Jakubczyk-Gałczyńska, Marek Wyjadłowski, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.

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