STATHIS STIROS

Prof. STATHIS STIROS

Patras University
orcid

Research Focus & Metrics

Academic Career Length

42Years (1985-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 January 2011 in Engineering Structures
Verified
Journal Article
Closed access
FMFanis Moschas
Fanis Moschas
STATHIS STIROSSTATHIS STIROS
STATHIS STIROS


10 March 1996 in Journal of Geophysical Research
Verified
Journal Article
Closed access
PDF file
PPP. A. Pirazzoli
P. A. Pirazzoli
JLJ. Laborel
J. Laborel
STATHIS STIROSSTATHIS STIROS
STATHIS STIROS

1 August 2006 in Engineering Structures
Verified
Journal Article
Closed access
ANA. Nickitopoulou
A. Nickitopoulou
KPK. Protopsalti
K. Protopsalti
STATHIS STIROSSTATHIS STIROS
STATHIS STIROS

1 February 2013 in Journal of Bridge Engineering
Verified
Journal Article
Closed access
PPPanagiotis Psimoulis
Panagiotis Psimoulis
STATHIS STIROSSTATHIS STIROS
STATHIS STIROS
A robotic total station (RTS) [or robotic theodolite or theodolite positioning system (TPS)] was used for the first time to measure the deflections of a short-span bridge in response to passing trains. The RTS measurements aimed to a reflector which was set on one of the midspans of the historical Gorgopotamos Bridge in Greece permitted to identify the measurement noise (apparent displacements) up to ±1.3 mm when no trains were passing, and deflections with peaks of 2.5–6 mm during intervals when small or larger trains were passing. These results confirm previous experiments and indicate that, under certain conditions (mostly favorable atmospheric conditions), an RTS can be used for monitoring dynamic displacements of relatively stiff bridges, and as a useful tool for structural health monitoring.