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Description
  • Charles Bridge in Prague is one of the most famous monuments of the European architectural heritage. As is typical of complex historical structures, a realistic quantitative computational assessment of the bridge response should address multi-physics, multi-scale, time-dependent and three-dimensional aspects of the problem. In this paper, an example of such a study is reported. To keep the model's complexity manageable, the analysis is executed in a fully-uncoupled format, where the outputs of individual simplified sub-problems concerning mainly transport phenomena serve as inputs for the dominant part: detailed non-linear three-dimensional and mechanics-oriented simulations of selected bridge segments. The obtained results not only provide the basis for reconstruction works currently in progress, but also demonstrate the applicability and limitations of multi-scale and multi-physics paradigms when faced with complex practical engineering problems.
  • Charles Bridge in Prague is one of the most famous monuments of the European architectural heritage. As is typical of complex historical structures, a realistic quantitative computational assessment of the bridge response should address multi-physics, multi-scale, time-dependent and three-dimensional aspects of the problem. In this paper, an example of such a study is reported. To keep the model's complexity manageable, the analysis is executed in a fully-uncoupled format, where the outputs of individual simplified sub-problems concerning mainly transport phenomena serve as inputs for the dominant part: detailed non-linear three-dimensional and mechanics-oriented simulations of selected bridge segments. The obtained results not only provide the basis for reconstruction works currently in progress, but also demonstrate the applicability and limitations of multi-scale and multi-physics paradigms when faced with complex practical engineering problems. (en)
  • Pragmatická víceúrovňová a vícefyzikální analýza Karlova mostu v Praze (cs)
Title
  • Pragmatic Multi-Scale and Multi-Physics Analysis of Charles Bridge in Prague
  • Pragmatic Multi-Scale and Multi-Physics Analysis of Charles Bridge in Prague (en)
  • Pragmatická víceúrovňová a vícefyzikální analýza Karlova mostu v Praze (cs)
skos:prefLabel
  • Pragmatic Multi-Scale and Multi-Physics Analysis of Charles Bridge in Prague
  • Pragmatic Multi-Scale and Multi-Physics Analysis of Charles Bridge in Prague (en)
  • Pragmatická víceúrovňová a vícefyzikální analýza Karlova mostu v Praze (cs)
skos:notation
  • RIV/68407700:21110/08:01146820!RIV09-MSM-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GA103/08/1531)
http://linked.open...iv/cisloPeriodika
  • 11
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
  • 388460
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/08:01146820
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Computational homogenization; Historical structures; Multi-physics phenomena; Multi-scale analysis; Rehabilitation and restoration; Thermal effects; Transient analysis (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • GB - Spojené království Velké Británie a Severního Irska
http://linked.open...ontrolniKodProRIV
  • [5362A2D53813]
http://linked.open...i/riv/nazevZdroje
  • Engineering Structures
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...v/svazekPeriodika
  • 30
http://linked.open...iv/tvurceVysledku
  • Novák, Jan
  • Zeman, Jan
  • Šejnoha, Michal
  • Šejnoha, Jiří
http://linked.open...ain/vavai/riv/wos
  • 000261307300041
issn
  • 0141-0296
number of pages
http://localhost/t...ganizacniJednotka
  • 21110
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