Structural deflections represent a critical response parameter often measured for structural health monitoring. Traditional measurement sensor technologies such as DCDTs, LVDTs, etc., require attaching the device between the point of measurement and a reference point. Generally, this requires connecting the sensor to the ground or a temporary structure such as scaffolding. Use of the traditional sensors for highway bridge deflection measurement poses many challenges as most of them are over either a road or a waterway. Because of these challenges, they are not often used and deflection is calculated either from indirect data such as girder end rotation or the structural parameters that contribute to deflection which is derived from measurem...
peer reviewedA large number of concrete bridges show increasing damage due to corrosion and fatigue....
Ground-based laser scanners offer a highly effective method for collecting massive volumes of precis...
This paper compares results from dynamic live load tests using the non-contact laser Doppler vibrome...
Structural deflections represent a critical response parameter often measured for structural health ...
The measurement of static vertical deflections on bridges continues to be a first-level technologica...
The measurement of static vertical deflections on bridges continues to be a first-level technologica...
IABSE Istanbul Bridge Conference, Istanbul, Turkey, 11 - 13 August 2014Heavy vehicular traffic and a...
The measurement of static vertical deflections on bridges continues to be a first-level technologica...
2020PDFTech ReportHernandez, Joaquin B.Vishnoi, SuyashClaudel, ChristianProzzi, Jorge A.University o...
Owing to the recent proliferation of inventory works on roads and railways, bridge acceptance tests ...
Deck inclination and vertical displacements are among the most important technical parameters to eva...
Deck inclination and vertical displacements are among the most important technical parameters to eva...
PDFTech ReportFHWA/TX-16/0-6873-1Technical report 0-6873-1TxDOT project number 0-6873DeflectometersD...
Long-term monitoring of in-service bridges is useful for estimating the structural condition and [.....
A large number of concrete bridges show increasing damage due to corrosion and fatigue. The traditio...
peer reviewedA large number of concrete bridges show increasing damage due to corrosion and fatigue....
Ground-based laser scanners offer a highly effective method for collecting massive volumes of precis...
This paper compares results from dynamic live load tests using the non-contact laser Doppler vibrome...
Structural deflections represent a critical response parameter often measured for structural health ...
The measurement of static vertical deflections on bridges continues to be a first-level technologica...
The measurement of static vertical deflections on bridges continues to be a first-level technologica...
IABSE Istanbul Bridge Conference, Istanbul, Turkey, 11 - 13 August 2014Heavy vehicular traffic and a...
The measurement of static vertical deflections on bridges continues to be a first-level technologica...
2020PDFTech ReportHernandez, Joaquin B.Vishnoi, SuyashClaudel, ChristianProzzi, Jorge A.University o...
Owing to the recent proliferation of inventory works on roads and railways, bridge acceptance tests ...
Deck inclination and vertical displacements are among the most important technical parameters to eva...
Deck inclination and vertical displacements are among the most important technical parameters to eva...
PDFTech ReportFHWA/TX-16/0-6873-1Technical report 0-6873-1TxDOT project number 0-6873DeflectometersD...
Long-term monitoring of in-service bridges is useful for estimating the structural condition and [.....
A large number of concrete bridges show increasing damage due to corrosion and fatigue. The traditio...
peer reviewedA large number of concrete bridges show increasing damage due to corrosion and fatigue....
Ground-based laser scanners offer a highly effective method for collecting massive volumes of precis...
This paper compares results from dynamic live load tests using the non-contact laser Doppler vibrome...