About: Seismic Response of a Structure under Various Subsoil Models

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Three types of the soil-structure interaction are used for structure analysis loaded by seismic effects. An example of the real RC building is used to demonstrate differences in the dynamic response results in the calculation of internal forces and displacements. Variant three options of the soil models were used as a building supporting structure. In the case of soil model A, the soil was modelled by using of equivalent stiffness values, 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. Both models A and B are characterised by the %22averaged%22 soil model on the bases of spring constants. Model C was used for the soil better corresponding to its actual composition by the Winkler-Pasternak theory. The dynamic response of models operating with %22averaged%22 values of rigid and soft soil layers is markedly shifted to the conservative smaller values of internal forces. The building response for model C in dynamic displacements is significantly higher than for the both models A and B. Three types of the soil-structure interaction are used for structure analysis loaded by seismic effects. An example of the real RC building is used to demonstrate differences in the dynamic response results in the calculation of internal forces and displacements. Variant three options of the soil models were used as a building supporting structure. In the case of soil model A, the soil was modelled by using of equivalent stiffness values, 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. Both models A and B are characterised by the %22averaged%22 soil model on the bases of spring constants. Model C was used for the soil better corresponding to its actual composition by the Winkler-Pasternak theory. The dynamic response of models operating with %22averaged%22 values of rigid and soft soil layers is markedly shifted to the conservative smaller values of internal forces. The building response for model C in dynamic displacements is significantly higher than for the both models A and B. (en)
Title	Seismic Response of a Structure under Various Subsoil Models Seismic Response of a Structure under Various Subsoil Models (en)
skos:prefLabel	Seismic Response of a Structure under Various Subsoil Models Seismic Response of a Structure under Various Subsoil Models (en)
skos:notation	RIV/68407700:21610/14:00212784!RIV15-GA0-21610___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GAP105/11/1580)
http://linked.open...iv/cisloPeriodika	1
http://linked.open...vai/riv/dodaniDat	2015
http://linked.open...aciTvurceVysledku	Makovička, Daniel
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Kloknerův ústav
http://linked.open...dnocenehoVysledku	44205
http://linked.open...ai/riv/idVysledku	RIV/68407700:21610/14:00212784
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	seismic load; building; soil-structure interaction; modal analysis; response (en)
http://linked.open.../riv/klicoveSlovo	soil-structure interaction building response modal analysis seismic load
http://linked.open...odStatuVydavatele	US - Spojené státy americké
http://linked.open...ontrolniKodProRIV	[AACE9E567F30]
http://linked.open...i/riv/nazevZdroje	Journal of Mechanics Engineering and Automation
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Transient response of structures under short-term dynamic or impact load due to seismic effects and explosions
http://linked.open...UplatneniVysledku	2014
http://linked.open...v/svazekPeriodika	4
http://linked.open...iv/tvurceVysledku	Makovička, Daniel Makovička, D.
issn	2159-5275
number of pages	7 (xsd:int)
http://localhost/t...ganizacniJednotka	21610

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