Author:
Dulinska Joanna M.,Szczerba Radoslaw
Reference20 articles.
1. Phung, V., Lau, D., 2008. “Three-dimensional nonlinear degrading model for earthquake response analyses of concrete bridges”, Proc. of the 14th World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China.
2. Sextos, A.G., Pitilakis, K.D., Kappos, A.J., 2003. Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil–structure interaction phenomena. Part 1: Methodology and analytical tools, Earthquake Engineering Structural Dynamics 32(4), pp. 607-627.
3. Sextos, A.G., Pitilakis, K.D., Kappos, A.J., 2003. Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 2: Parametric Study, Earthquake Engineering and Structural Dynamics 32(4), pp. 629-652.
4. Sextos, A.G., Kappos, A.J., 2009. Evaluation of seismic response of bridges under asynchronous excitation and comparisons with Eurocode 8-2 rovisions, Bulletin of Earthquake Engineering 7(2), pp. 519-545.
5. Paraskeva, Th., Kappos, A.J., Sextos, A.G., 2006. Extension of modal pushover analysis to seismic assessment of bridges, Earthquake Engineering and Structural Dynamics 35(1), pp. 1269-1293.
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