Pre- and Post-Test Numerical Modeling of the RC Wall Non-linear Seismic Response (CROSBI ID 485369)
Prilog sa skupa u zborniku | sažetak izlaganja sa skupa | međunarodna recenzija
Podaci o odgovornosti
Sigmund, Vladimir ; Guljaš, Ivica ; Brana, Petar ; Zovkić, Jurko
engleski
Pre- and Post-Test Numerical Modeling of the RC Wall Non-linear Seismic Response
Blind prediction and post-experimental analysis of seismic response of the RC cantilever wall are presented. The wall, designed according to the Eurocode 8 standard, was subjected to a sequence of earthquakes in the frame of the CAMUS3 project in France. By combining the empirical approach for modeling the element primary curve and standard program (LARZ) with macro element models, we succeeded in predicting the test results. However, the progressive collapse mechanism was impossible to predict. Post-experimental studies improved the close to failure model behavior by including the non-linear shear behavior. Importance of the sequence of loading and degrading mechanism in the RC wall were studied in more detail. The Eurocode 8 design proved to be efficient.
RC wall; Eurocode 8; experimental analysis; blind prediction; numerical model;
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Podaci o prilogu
157-170-x.
2002.
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objavljeno
Podaci o matičnoj publikaciji
International Symposium 40th Anniversary of Pollack Mihály College of Engineering, University of Pécs, 31 May – 1 June 2002, Proceedings Volume 1
Pollack Mihály College of Engineering
Pečuh: University of Pécs
Podaci o skupu
International Symposium 40th Anniversary of Pollack Mihály College of Engineering, University of Pécs, 31 May – 1 June 2002
predavanje
31.05.2002-01.06.2002
Pečuh, Mađarska