Ιδρυματικό Αποθετήριο
Πολυτεχνείο Κρήτης
Πολυτεχνείο Κρήτης
EN
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EL
| URI: | http://purl.tuc.gr/dl/dias/22782BFA-F0A9-4F0D-A15D-A216986D4F62 | ||
| Έτος | 2004 | ||
| Τύπος | Δημοσίευση σε Περιοδικό με Κριτές | ||
| Άδεια Χρήσης |
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| Βιβλιογραφική Αναφορά | M. Papadrakakis ,Y. Tsompanakis ,N.Lagaros ,M.Fragiadakis ," Reliability based optimization of steel frames under seismic loading conditions using evolutionary computation,"J. of Theor.l and Ap. Mech.,vol.42,no.3,pp.585-608,2004. | ||
| Εμφανίζεται στις Συλλογές |
Earthquake-resistant design of structures using probabilistic analysis and performance-based design criteria is an emerging field of structural engine-ering. These new analysis and design methodologies are aimed at improving the existing practice and design codes for better prediction of the structural performance. In this paper, a robust and efficient methodology is presented for performing reliability-based structural optimum design of steel frames under seismic loading. The optimization part is realised with evolution stra-tegies, while the reliability analysis is carried out with the Monte Carlo simu-lation method incorporating the latin hypercube sampling technique for the reduction of the sample size. The probability of failure of the frame struc-tures, in terms of interstorey drift limits, is determined via the multi-modal response spectrum analysis.
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