dc.contributor.author | Tsakiri, M | en |
dc.contributor.author | Lekidis, V | en |
dc.contributor.author | Stewart, M | en |
dc.contributor.author | Karabelas, J | en |
dc.date.accessioned | 2014-03-01T01:52:54Z | |
dc.date.available | 2014-03-01T01:52:54Z | |
dc.date.issued | 2003 | en |
dc.identifier.uri | https://dspace.lib.ntua.gr/xmlui/handle/123456789/26767 | |
dc.relation.uri | http://www.fig.net/commission6/santorini/i-monitoring%20static%20and%20dyn/i11.pdf | en |
dc.subject | cable-stayed bridge | en |
dc.subject | Development Methodology | en |
dc.subject | Dynamic Response | en |
dc.subject | Experience Design | en |
dc.subject | Global Position System | en |
dc.subject | Monitoring System | en |
dc.subject | Structural Response | en |
dc.subject | Real Time | en |
dc.title | TESTING PROCEDURES FOR THE MONITORING OF SEISMIC INDUCED VIBRATIONS ON A CABLE-STAYED HIGHWAY BRIDGE | en |
heal.type | journalArticle | en |
heal.publicationDate | 2003 | en |
heal.abstract | The acquisition of structural response data during earthquakes is essential to confirm and develop methodologies for analysis, design, repair and retrofitting of earthquake resistant structural systems. Accelerometers are most commonly used to monitor structural systems during earthquakes but do not directly measure structural displacements. Geodetic techniques, including robotic total stations and Global Positioning System (GPS) technology, provide supplementary sensors by | en |
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