This study aims to realistically simulate the seismic responses of typical highway bridges in
California with considerations of soil–structure interaction effects. The p‐y modeling …

A series of large‐scale shaking table tests are conducted on tall buildings with and without
energy dissipation devices on soft soils in pile group foundations, representing pile‐soil …

Recorded earthquake motions from the highly instrumented Eureka Channel bridge-
foundation system have been compiled and made available by the California Geological …

This dissertation systematically addresses the modeling, quantifying, and protection of
highway bridges against earthquake hazards. Firstly, the research substantially improves …

Recorded earthquake motions from the extensively instrumented Samoa Channel Bridge
provide valuable information on the mechanisms of structural response during seismic …

In this article, the system identification approach is being used to identify the vertical
frequencies of the top storey in a multi-storey building prefabricated from reinforced concrete …

The Structural Identification approach is used to identify and localize the existence of
damage for a steel frame. The black box linear parametric model called Auto-Regressive …

Modal parameter identification of structures which include the effect of soil-structure
interaction is under research in the current decade. Small amplitude deformation and …

This paper investigates the modal identification of seismically isolated bridges when the
localised nonlinear behaviour from the isolation bearing initiates at different times due to the …

Στην παρούσα διατριβή διερευνήθηκε για πρώτη φορά η δυνατότητα επέκτασης του ορίου
εφαρμογής της γεωδαιτικής μεθόδου μέτρησης μετακινήσεων σε πλέον άκαμπτες (υψίσυχνες) …