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Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F14%3A00212784%21RIV15-GA0-21610___
rdf:type
skos:Concept n12:Vysledek
dcterms: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.
dcterms:title
Seismic Response of a Structure under Various Subsoil Models Seismic Response of a Structure under Various Subsoil Models
skos:prefLabel
Seismic Response of a Structure under Various Subsoil Models Seismic Response of a Structure under Various Subsoil Models
skos:notation
RIV/68407700:21610/14:00212784!RIV15-GA0-21610___
n3:aktivita
n17:P
n3:aktivity
P(GAP105/11/1580)
n3:cisloPeriodika
1
n3:dodaniDat
n14:2015
n3:domaciTvurceVysledku
n7:4831683
n3:druhVysledku
n15:J
n3:duvernostUdaju
n11:S
n3:entitaPredkladatele
n13:predkladatel
n3:idSjednocenehoVysledku
44205
n3:idVysledku
RIV/68407700:21610/14:00212784
n3:jazykVysledku
n4:eng
n3:klicovaSlova
seismic load; building; soil-structure interaction; modal analysis; response
n3:klicoveSlovo
n5:modal%20analysis n5:soil-structure%20interaction n5:building n5:seismic%20load n5:response
n3:kodStatuVydavatele
US - Spojené státy americké
n3:kontrolniKodProRIV
[AACE9E567F30]
n3:nazevZdroje
Journal of Mechanics Engineering and Automation
n3:obor
n18:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
2
n3:projekt
n16:GAP105%2F11%2F1580
n3:rokUplatneniVysledku
n14:2014
n3:svazekPeriodika
4
n3:tvurceVysledku
Makovička, Daniel Makovička, D.
s:issn
2159-5275
s:numberOfPages
7
n10:organizacniJednotka
21610