Analysis of structural behaviors of concrete filled steel tubular tied rigid frame through arch bridge

Name: Work Video:
Duration: 3 min 30 s
Description: The Dongwan Shuidao Bridge is a concrete filled steel tubular (CFST) tied rigid frame through arch bridge with a main span of 128?m. In this paper, a space FE model is developed to analyze its static and dynamic behavior with an emphasis on analyses of elastic buckling and the seismic performance. It can provide the design of such type bridge with reference.
Wenjin Huang
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