Effect of Interaction between Inertial Force and Normal / Reverse Fault Displacement on PC Rahmen Bridge
Journal Title: International Journal of Civil, Structural, Environmental and Infrastructure Engineering Research and Development (IJCSEIERD) - Year 2017, Vol 7, Issue 4
Abstract
This paper conducts the analytical investigation of the differences between a bridge response under only inertial force and, that under both fault displacement and inertial force. These analyses were conducted by using static analyses and dynamic analyses considering relative displacements under normal and reverse slip with various fault displacements. According to the analytical results, it can be concluded that the effect of inertial force tends to be less, when the fault displacement becomes large.
Authors and Affiliations
Tomohiro Nakano
Keywords
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- EP ID EP240262
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