Građevinar, Vol. 75 No. 04., 2023.
Izvorni znanstveni članak
https://doi.org/10.14256/JCE.3065.2020
Innovative method for incremental dynamic analysis curves in semi-isolated bridges
Hamid Ganjehei
Panam Zarfam
Mohsen Ghafory-Ashtiany
Sažetak
This paper proposes an innovative method for determining the approximate incremental dynamic analysis curves of semi-isolated bridges, including the derivation of statistical mathematical formulas. Ultimately, an innovative method is devised based on the primary and limit state tangential stiffness values of semi-isolated bridges. The bridges selected for this study are two reinforced concrete highway bridges in the United States, which have been optimally re-designed using lead rubber bearing isolators. The established procedure can be used in future studies to extract the probabilistic responses of semi-isolated bridges via a simplified and efficient method.
Ključne riječi
semi-isolated bridge; seismic evaluation; modal incremental dynamic analysis; incremental dynamic analysis
Hrčak ID:
302306
URI
Datum izdavanja:
14.5.2023.
Posjeta: 325 *