High-speed railway line: static and dynamic distributed measurementsRead MoreHigh-speed railway line: static and dynamic distributed measurementsDisplacements of a road embankment above the strengthened substrateRead MoreDisplacements of a road embankment above the strengthened substrateStrains and displacements at the base of a road embankmentRead MoreStrains and displacements at the base of a road embankmentSteel girders during mechanical load tests: elastic and plastic strainsRead MoreSteel girders during mechanical load tests: elastic and plastic strainsSteel bridge girder as vertical displacement sensor for shape sensingRead MoreSteel bridge girder as vertical displacement sensor for shape sensingPEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshPEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (1×1 m): strains and displacements in piled embankment with a steel mesh
High-speed railway line: static and dynamic distributed measurementsRead MoreHigh-speed railway line: static and dynamic distributed measurements
Displacements of a road embankment above the strengthened substrateRead MoreDisplacements of a road embankment above the strengthened substrate
Strains and displacements at the base of a road embankmentRead MoreStrains and displacements at the base of a road embankment
Steel girders during mechanical load tests: elastic and plastic strainsRead MoreSteel girders during mechanical load tests: elastic and plastic strains
Steel bridge girder as vertical displacement sensor for shape sensingRead MoreSteel bridge girder as vertical displacement sensor for shape sensing
PEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (5×5 m): strains and displacements in piled embankment with a steel mesh
PEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (1×1 m): strains and displacements in piled embankment with a steel mesh