Strain data collected during the casting and curing of a concrete deck on a single span half-through composite rail-over-rail bridge near Stafford UK. The data was collected for the ME01 project being carried out in the Department of Engineering at the University of Cambridge. The ME01 project is a fibre optic instrumentation and dynamic monitoring programme at Norton Bridge, UK, part of the Stafford Area Improvements Programme (Staffordshire Alliance). The strain data was collected using fibre optic monitoring technologies based on fibre Bragg gratings.EPSRC [EP/L010917/1], Innovate U
AbstractThis paper evaluates the results of a monitoring study that captures the early age behaviour...
AbstractAn I type steel girder was assembled with a concrete upper plateand then placed on two rolle...
Prestressed precast TY beams were monitored for strain and temperature using two embedded fibre opti...
Strain data collected during the casting, curing, detensioning and storage of 4 prestressed concrete...
Strain data collected during the casting and curing of a concrete deck on a single span prestressed ...
Long-term asset management and maintenance of civil infrastructure relies on having access to reliab...
Strain data collected during the manufacture of a prestressed concrete TY beam, BM2, for a single sp...
This dataset contains fibre-optic strain and temperature readings taken from two pre-stressed concre...
© 2018 Taylor & Francis Group, London. Integrating fibre-optic sensor networks in a newly-constructe...
The Marsh Lane viaduct is a masonry railway bridge constructed during the 19th century nearby Leeds ...
This study shows how integrating fiber optic sensor (FOS) networks into bridges during the construct...
This paper presents data from fiber-optic strain monitoring of the Nine Wells Bridge, which is a thr...
The paper reports results obtained from an unusual situation in structural monitoring - a "test-to-d...
This paper addresses the problems of effective in situ measurement of the real-time strain for bridg...
This paper evaluates the results of a monitoring study that captures the early age behaviour of four...
AbstractThis paper evaluates the results of a monitoring study that captures the early age behaviour...
AbstractAn I type steel girder was assembled with a concrete upper plateand then placed on two rolle...
Prestressed precast TY beams were monitored for strain and temperature using two embedded fibre opti...
Strain data collected during the casting, curing, detensioning and storage of 4 prestressed concrete...
Strain data collected during the casting and curing of a concrete deck on a single span prestressed ...
Long-term asset management and maintenance of civil infrastructure relies on having access to reliab...
Strain data collected during the manufacture of a prestressed concrete TY beam, BM2, for a single sp...
This dataset contains fibre-optic strain and temperature readings taken from two pre-stressed concre...
© 2018 Taylor & Francis Group, London. Integrating fibre-optic sensor networks in a newly-constructe...
The Marsh Lane viaduct is a masonry railway bridge constructed during the 19th century nearby Leeds ...
This study shows how integrating fiber optic sensor (FOS) networks into bridges during the construct...
This paper presents data from fiber-optic strain monitoring of the Nine Wells Bridge, which is a thr...
The paper reports results obtained from an unusual situation in structural monitoring - a "test-to-d...
This paper addresses the problems of effective in situ measurement of the real-time strain for bridg...
This paper evaluates the results of a monitoring study that captures the early age behaviour of four...
AbstractThis paper evaluates the results of a monitoring study that captures the early age behaviour...
AbstractAn I type steel girder was assembled with a concrete upper plateand then placed on two rolle...
Prestressed precast TY beams were monitored for strain and temperature using two embedded fibre opti...