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Damage assessment of a gradually damaged prestressed concrete bridge using static load tests and non-linear vibration characteristic — Markus Waltering (2008) | RDL Network
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Damage assessment of a gradually damaged prestressed concrete bridge using static load tests and non-linear vibration characteristic
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Guido De Roeck
University Of Leuven
Damage assessment of a gradually damaged prestressed concrete bridge using static load tests and non-linear vibration characteristic
Article
2008
en
Authors
+3 more
MW
Markus Waltering
B
Bungard
SM
Stefan Maas
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