Abstract To study the influence of near-fault earthquake on pier failure. establish a double-span continuous girder bridge. The seismic response of the bridge is calculated using the transient wave function expansion method and the indirect mode function superposition method. Solve the dynamic and displacement responses. https://www.bekindtopets.com/quick-find-Mustard-Printed-And-Embroiderd-Insta-Saree-Dress-top-buy/