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1.	Original version of the author's contribution as presented on CD, section: [MS06] Seismic assessment of bridges and resilience of transportation networks .: PDF EFFECT OF SEISMIC GROUND MOTION SPATIAL VARIABILITY AND DIRECTIONALITY ON THE NONLINEAR RESPONSE OF A CURVED BRIDGE Falamarz-Sheikhabadi, Mohammad Reza ; Zerva, Aspasia The spatial and directional characteristics of the seismic excitation may drastically affect the response of extensive or long structures, as well as structures located a [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, section: [MS06] Seismic assessment of bridges and resilience of transportation networks .: PDF EFFECT OF NUMERICAL SOIL-FOUNDATION-STRUCTURE MODELING ON THE SEISMIC RESPONSE OF A TALL BRIDGE PIER VIA PUSHOVER ANALYSIS Falamarz-Sheikhabadi, Mohammad Reza ; Zerva, Aspasia In this study, the role of the numerical modeling of soil-foundation-structure (SFS) interaction on the seismic response of a tall, partially embedded, flared bridge p [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on USB, paper 1129.: PDF Significance of Modeling, Loading and Analyzing Methodologies on the Seismic Response of Curved Bridges Falamarz-Sheikhabadi, Mohammad Reza ; Zerva, Aspasia This study investigates numerically various scenarios for the seismic assessment of a tall, long-span, curved, reinforcedconcrete bridge, the Mogollon Rim Viaduct, based [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 5366.: PDF Behavior of Multi-Support Structures Subject to Rotational Earthquake Components Falamarz-Sheikhabadi, M. R. ; Nazari, M. S. Detailed record - Similar records

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