Name: THIAGO HENRIQUE
Type: MSc dissertation
Publication date: 22/02/2019
Advisor:
Name |
Role |
|---|---|
| WALNÓRIO GRAÇA FERREIRA | Advisor * |
Examining board:
| Name |
Role |
|---|---|
| RODRIGO SILVEIRA CAMARGO | Internal Examiner * |
| WALNÓRIO GRAÇA FERREIRA | Advisor * |
Summary: Ambient Vibration Analyses is a non-destructive structural investigation based
only on the operation and ambient actions as a source of excitation. The advantage
of this methodology is the possibility of conducting vibration measurements of the
structure without paralyzing its functionality.
Considering the accelerations recorded over time, signal processing techniques
were used in the frequency domain to obtain the modal parameters of the structure,
such as: natural frequencies, vibration modes and damping rates.
Accelerometers were installed to capture the main vibration modes of dolphins
on a pier WHERE bulk vessels up to 450,000 tons are berthed. Each dolfim is
composed of a set of piles with a superior reinforced concrete block.
From the comparison between actual measured and numerical parameters
obtained from a model based on the finite element method and structural design
data, it was possible to perform the calibration of a numerical modelling of the dolfins
from the adaptation of the numerical model to the values obtained in the field. Thus,
the overall imperfections and damages existing in the structure were properly
considered.
The result of the experiment was the numerical characterization of the structure,
as well as a structural analysis of the results aiming to compare the damage levels on
each structure. The dolphin that receives the first impact of vessels during the berth
maneuvering has decreased its original stiffness by 10% and the mooring dolphin
analyses indicated a serious damage on its piles.
