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  • A study aimed to investigate the effectiveness of two new strengthening techniques for ancient masonry bridges is herein presented. In particular the spandrel walls are subjected to both in-plane and out-of- plane actions: the former mainly due to shear and the latter due to the filling thrust or earthquake excitation. The proposed techniques concern the application on the masonry surface of a GFRP reinforced lime and cement mortar coating or a reinforced repointing with a net of stainless strands. Some experimental diagonal compression tests evidenced the significant effectiveness of the first technique to shear. A numerical simulation of the experimental tests allowed determining the mechanical parameters to be used in the material model. A second numerical study was aimed to investigate the effectiveness of both strengthening techniques for out-of-plane actions (flexure). The results obtained in the study show good performances of the strengthening techniques both for in-plane and out-of-plane actions of two types of masonry walls: rubble stone and solid brick.
  • A study aimed to investigate the effectiveness of two new strengthening techniques for ancient masonry bridges is herein presented. In particular the spandrel walls are subjected to both in-plane and out-of- plane actions: the former mainly due to shear and the latter due to the filling thrust or earthquake excitation. The proposed techniques concern the application on the masonry surface of a GFRP reinforced lime and cement mortar coating or a reinforced repointing with a net of stainless strands. Some experimental diagonal compression tests evidenced the significant effectiveness of the first technique to shear. A numerical simulation of the experimental tests allowed determining the mechanical parameters to be used in the material model. A second numerical study was aimed to investigate the effectiveness of both strengthening techniques for out-of-plane actions (flexure). The results obtained in the study show good performances of the strengthening techniques both for in-plane and out-of-plane actions of two types of masonry walls: rubble stone and solid brick. (en)
Title
  • Strengthening Effectiveness of Ancient Masonry Bridges
  • Strengthening Effectiveness of Ancient Masonry Bridges (en)
skos:prefLabel
  • Strengthening Effectiveness of Ancient Masonry Bridges
  • Strengthening Effectiveness of Ancient Masonry Bridges (en)
skos:notation
  • RIV/68407700:21110/12:00199798!RIV13-GA0-21110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GAP104/11/1301), P(TA01031920)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 171675
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/12:00199798
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • masonry bridge; strengthenimg of masonry bridges (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [D1B457AD8A72]
http://linked.open...v/mistoKonaniAkce
  • Stresa, Laggo Magiore
http://linked.open...i/riv/mistoVydani
  • London
http://linked.open...i/riv/nazevZdroje
  • Bridge Maintenance, Safety, Management, Resilience and Sustainability
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Křístek, Vladimír
  • Kravtsov, Alexandr
  • Římal, Jaroslav
  • Franceschinis, R.
  • Gattesco, N. F.
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Taylor and Francis
https://schema.org/isbn
  • 978-0-415-62124-3
http://localhost/t...ganizacniJednotka
  • 21110
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