Research on Seismic Behavior of High-pier and Long-span Rigid Frame-continuous Combination Bridge With Corrugated Steel Webs

摘要

Based on a long-span rigid frame-continuous combination bridge with corrugated steel webs, the seismic behavior of finite element model built by Midas Civil is analyzed through Pushover method, and the result is compared with the result from nonlinear time-procedure analysis. The outcome indicates that the bridge is able to meet the demand of E2 earthquake, and the results from the different methods are generally identical.