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. This work proposes an analytical technique for the analysis of the effects of axial loads on the dynamic behaviour and seismic response of tall and slender bridge piers. The pier is modeled as a linear elastic Euler-Bernoulli cantilever beam with uniformly distributed mass, representing the pier mass, and a tip mass at the free end, representing the deck mass. The beam is subjected to the reaction due to deck loads, and to the pier self weight.

AN ANALYTICAL TECHNIQUE FOR THE SEISMIC RESPONSE ASSESSMENT OF SLENDER BRIDGE PIERS