In this paper, elastic-plastic fiber beam-column element to take into account the nonlinear seismic response of a large cross-rigid frame bridge, hollow cross-section of the bridge piers for the round end, domestic Ductility capacity of hollow rectangular cross-section pier, circular hollow cross-se

This is pop-plastic fiber beams Unit to take into account a large building just across the bridge non-linear earthquake response, the bridge abutments hollow cross-sections for the end, and the current domestically for hollow rectangular cross-sectional mounds, rounded end of the hollow cross-sectio

This article uses the elastoplasticity textile fiber beam column unit to consider some greatly cross rigid frame bridge the non-linear earthquake responds, this bridge bridge pier for round tip in spatial section, but at present domestic to in the spatial rectangle section pillar, the round tip the

This used bomb plastic fiber beam unit to considered a large across just frame bridge of nonlinear earthquake response, the bridge pier for round end hollow section, and currently domestic on hollow rectangle section Pier, and round end hollow section pier of seismic ductility ability research very

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