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| Avtorstvo: |
Matej FISCHINGER // 1.08 Objavljeno predavanje na znanstveni konferenci
Tatjana ISAKOVIĆ // 1.08 Objavljeno predavanje na znanstveni konferenci
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| Leto: |
2000 |
| Citat: |
FISCHINGER, Matej, ISAKOVIĆ, Tatjana. Benchmark
analysis of structural wall. V: 12th World conference on earthquake
engineering, Auckland, New Zeland : 12WCEE 2000. Auckland: New Zeland
Society for Earthquake Engineering, 2000, str. 1-8, graf. prikazi. |
| Povzetek: |
Blind
prediction of the seismic response of a five-story, lightly reinforced
cantilever structural wall with rectangular cross-section subjected to three
earthquakes of different intensity was made. The main objective of the study was
to check the ability of a relatively simple macro element
(multiple-vertical-line-element) and a standard computer code (DRAIN-2D) to
model global parameters of the wall response. Analytical prediction was
influenced by some parameters (e.g. initial stiffnes, strain hardening, damping,
and sequence of the three tests which were difficult to predict in advance.
Nevertheless, this quite simple analytical tool was able to predict the response
with acceptable accuracy (stiffnes and strength prediction was good, failure
estimation was close). It is believed that (regarding all the uncertainties of
the problem)further sophistication of the model may not substantially improve
the results [COBISS.SI-ID 871521]
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| Tipologija: |
1.08 Objavljeno predavanje na znanstveni konferenci |
| COBISS ID |
871521 Polni zapis iz sistema COBISS |
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Vpisal 2009/06/10 11:56
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