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| Avtorstvo: |
Matej FISCHINGER // 1.01 Izvirni znanstveni članek
Peter KANTE // 1.01 Izvirni znanstveni članek
Tatjana ISAKOVIĆ // 1.01 Izvirni znanstveni članek
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| Leto: |
2001 |
| Citat: |
KANTE, Peter, FISCHINGER, Matej, ISAKOVIĆ, Tatjana.
Modeliranje potresnega odziva armiranobetonske stene = Modelling of the seismic
response of a RC structural wall. Gradb. vestn., maj 2001, let. 50, str.
120-126, ilustr., graf. prikazi. |
| Povzetek: |
Predstavljena je študija neelastčnega
dinamičnega odziva armiranobetonske konzolne stene v okviru mednarodnega
projekta CAMUS 3. Eksperimentalni preizkus stene je bil izveden v Franciji.
Stena je bila projektirana po evropskem standardu EC8. V začetku smo sodelovali
pri vnaprejšnji napovedi odziva, ne da bi poznali eksperimentalne rezultate. S
to napovedjo smo preizkusili standardne računske modele, ki jih uporabljamo na
fakulteti, še zlasti model elementa z več navpičnimi vzmetmi. Po prejemu
eksperimentalnih rezultatov smo model dodatno kalibrirali. Sklenemo lahko z
ugotovitvijo, da smo z razmeroma preprostimi računskimi modeli relativno uspešno
napovedali osnovne značilnosti obnašanja stene pri močni potresni obtežbi, z
izjemo stanja tik pred porušitvijo
The results of the analysis of the
inelastic seismic response of a RC structural wall, obtained in the frame of the
international project CAMUS 3, are presented. The structural wall was designed
according to the European standard EC8. Experimental tests of the wall were made
by the organizers of the project in France. At the beginning we made the blind
prediction of the behavior of the wall, without knowing the results of the
experiment. The main goal of the prediction was to verify the standard
mathematical models used at the faculty. The modified multiple-vertical-line
element model (MVLEM) was used in the study. After the experimental results had
been known, the model was adequately modified. The results prove that the
relatively simple model has been able to predict global characteristics of the
highly inelastic seismic response of the wall, with the exception of the
behaviour close to the failure [COBISS.SI-ID 1389921]
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| Tipologija: |
1.01 Izvirni znanstveni članek |
| COBISS ID |
1389921 Polni zapis iz sistema COBISS |
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Vpisal 2009/06/10 11:56
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