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| rdf:type
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| Description
| - The paper describes three types of methodologies for modelling the soil - structure interaction of a building under seismic load. An example of a real building is used to demonstrate differences in the dynamic response results A 3D calculation model for the RC building was set up, and variant options of the soil models were considered for a dynamic analysis of the calculation model. In calculation model A, the soil was modelled using equivalent stiffness values of the soil, stemming from the theory of a rigid circular disc on an elastic homogeneous half-space. Non-uniformly modelled vertical stiffness of the soil according to the Boussinesq model was used for model B. Model C was used for modelling the soil according to its actual composition, with subsequent additional calculation of the Winkler-Pasternak constants of the soil. Models A and B, where homogeneous %22averaged%22 soil is considered using the equivalent stiffness model (spring constants), both show almost no serious differences among the dynamic response results. Model C, where the actual layered soil is considered on the basis of Winkler-Pasternak theory, has an effect on the increase in the dynamic displacements and decrease in the stresses, given that the soil layers below the foundation structure are modelled more accurately than for the %22averaged%22 soil of models A and B.
- The paper describes three types of methodologies for modelling the soil - structure interaction of a building under seismic load. An example of a real building is used to demonstrate differences in the dynamic response results A 3D calculation model for the RC building was set up, and variant options of the soil models were considered for a dynamic analysis of the calculation model. In calculation model A, the soil was modelled using equivalent stiffness values of the soil, stemming from the theory of a rigid circular disc on an elastic homogeneous half-space. Non-uniformly modelled vertical stiffness of the soil according to the Boussinesq model was used for model B. Model C was used for modelling the soil according to its actual composition, with subsequent additional calculation of the Winkler-Pasternak constants of the soil. Models A and B, where homogeneous %22averaged%22 soil is considered using the equivalent stiffness model (spring constants), both show almost no serious differences among the dynamic response results. Model C, where the actual layered soil is considered on the basis of Winkler-Pasternak theory, has an effect on the increase in the dynamic displacements and decrease in the stresses, given that the soil layers below the foundation structure are modelled more accurately than for the %22averaged%22 soil of models A and B. (en)
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| Title
| - Seismic Response of a Structure under Various Subsoil Models
- Seismic Response of a Structure under Various Subsoil Models (en)
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| skos:prefLabel
| - Seismic Response of a Structure under Various Subsoil Models
- Seismic Response of a Structure under Various Subsoil Models (en)
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| skos:notation
| - RIV/68407700:21610/13:00210119!RIV14-GA0-21610___
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| http://linked.open...avai/riv/aktivita
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| http://linked.open...avai/riv/aktivity
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| http://linked.open...vai/riv/dodaniDat
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| http://linked.open...aciTvurceVysledku
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| http://linked.open.../riv/druhVysledku
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| http://linked.open...iv/duvernostUdaju
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| http://linked.open...titaPredkladatele
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| http://linked.open...dnocenehoVysledku
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| http://linked.open...ai/riv/idVysledku
| - RIV/68407700:21610/13:00210119
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| http://linked.open...riv/jazykVysledku
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| http://linked.open.../riv/klicovaSlova
| - seismic load; building; soil-structure interaction; modal analysis; response; vibration (en)
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| http://linked.open.../riv/klicoveSlovo
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| http://linked.open...ontrolniKodProRIV
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| http://linked.open...v/mistoKonaniAkce
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| http://linked.open...i/riv/mistoVydani
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| http://linked.open...i/riv/nazevZdroje
| - Proceedings of the 11th International Conference on Vibration Problems
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| http://linked.open...in/vavai/riv/obor
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| http://linked.open...ichTvurcuVysledku
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| http://linked.open...cetTvurcuVysledku
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| http://linked.open...vavai/riv/projekt
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| http://linked.open...UplatneniVysledku
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| http://linked.open...iv/tvurceVysledku
| - Makovička, D. jr.
- Makovička, Daniel
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| http://linked.open...vavai/riv/typAkce
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| http://linked.open.../riv/zahajeniAkce
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| number of pages
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| http://purl.org/ne...btex#hasPublisher
| - APMTAC - Associacao Portuguesa de Mecanica Teorica, Aplicada e Computacional
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| https://schema.org/isbn
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| http://localhost/t...ganizacniJednotka
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