Structural identification of Egnatia Odos bridges based on ambient and earthquake induced vibrations

Bulletin of Earthquake Engineering

Volumn 7, Issue 2, 2009, Pages 485-501

  Ntotsios, Evaggelos ^a   Karakostas, Christos ^b   Lekidis, Vasilios ^b   Panetsos, Panagiotis ^c   Nikolaou, Ioannis ^a   Papadimitriou, Costas ^a   Salonikos, Thomas ^b  

^a UNIVERSITY OF THESSALY   (Greece)

^b Institute of Engineering Seismology and Earthquake Engineering Thessaloniki   (Greece)

^c Egnatia Odos SA   (Greece)

Author keywords

Ambient vibrations; Bridges; Earthquake excitations; Modal identification; Model updating

Indexed keywords

AMBIENT VIBRATIONS; BRIDGE SYSTEMS; DAMPING RATIOS; DYNAMIC BEHAVIORS; DYNAMIC CHARACTERISTICS; EARTHQUAKE EXCITATIONS; ELASTOMERIC BEARINGS; FINITE ELEMENT MODELS; INDUCED VIBRATIONS; LONGITUDINAL MODES; LOW AMPLITUDES; MODAL CHARACTERISTICS; MODAL FREQUENCIES; MODAL IDENTIFICATION; MODE-SHAPES; MODEL UPDATING; NUMERICAL RESULTS; QUANTITATIVE INFORMATIONS; STRUCTURAL CHARACTERISTICS; STRUCTURAL IDENTIFICATIONS; STRUCTURAL PARAMETERS;

EARTHQUAKE RESISTANCE; NUMERICAL METHODS; PARAMETER ESTIMATION; STRUCTURAL DYNAMICS; VIBRATION MEASUREMENT; VIBRATORS;

EARTHQUAKES;

ALGORITHM; BRIDGE; FINITE ELEMENT METHOD; MOTORWAY; NUMERICAL MODEL; PIER; SEISMIC RESPONSE; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE; VIBRATION;

EURASIA; EUROPE; GREECE; SOUTHERN EUROPE;

EID: 65049091756     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-008-9074-5     Document Type: Article

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