Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests

The scope of this research was to identify the significance of soil-structure interaction and site response on the dynamic behaviour of continuous multispan reinforced concrete viaducts, based on ambient vibration measurements and numerical simulations, using finite element models. For this purpose,...

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Veröffentlicht in:Soil dynamics and earthquake engineering (1984) 2019-05, Vol.120, p.408-422
Hauptverfasser: Gara, Fabrizio, Regni, Marco, Roia, Davide, Carbonari, Sandro, Dezi, Francesca
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Regni, Marco
Roia, Davide
Carbonari, Sandro
Dezi, Francesca
description The scope of this research was to identify the significance of soil-structure interaction and site response on the dynamic behaviour of continuous multispan reinforced concrete viaducts, based on ambient vibration measurements and numerical simulations, using finite element models. For this purpose, an 875 m long bridge, located in Central Italy, founded on piles in eluvial-colluvial soil deposit was instrumented and ambient vibration tests together with geophysical investigations were performed. Experimental modal properties were evaluated by means of the operational modal analysis on accelerometric data and the role of soil-structure interaction in the interpretation of tests was detected by means of finite element models characterised by different accuracy in addressing the interaction problem. In the soil-structure interaction models the local site condition in correspondence of each bridge piers (resulting from geotechnical and geophysical investigations) were taken into account in the definition of the soil-foundation impedances. Comparison between the experimental results obtained from ambient noise measurements on the free-field and on the bridge deck permits the identification of both the predominant period of the site and the fundamental periods of the structure. In addition, comparisons between results obtained from the different numerical models with the measured dynamic response of the viaduct, in terms of fundamental frequencies and mode shapes, allow the identification of the contribution of different soil-structure interaction aspects such as the pile-soil-pile interaction, the radiation problem, the pile cap embedment as well as the variability of the soil stratigraphy along the longitudinal direction of the viaduct. •The role of site response on the dynamic behaviour of long viaducts is pointed out.•The effects of soil-structure interaction on the dynamic response of r.c. viaducts are investigated.•Geophysical investigations are used for a better interpretation of ambient vibration tests of real structures.•Simplified and sophisticated models are used to interpret ambient vibration measurements.
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1879-341X
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subjects Accelerometers
Bridge decks
Bridge piers
Colluvial soils
Computer simulation
Data processing
Dynamic identification
Dynamic response
Finite element method
Finite element model
Geophysics
Interaction models
Mathematical analysis
Mathematical models
Modal analysis
Model accuracy
Numerical models
Numerical simulations
Operational Modal Analysis
Piers
Pile caps
Radiation
Reinforced concrete
Reinforced concrete viaduct
Resonant frequencies
Site response
Soil dynamics
Soil investigations
Soil-Structure Interaction
Stratigraphy
Viaducts
Vibration
Vibration measurement
Vibration tests
title Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests
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