Presentation Information
[CS10-30]Fundamental study to improve seismic resistance of the steel pier with rocking mechanism at its base by using shake table tests
*Kohei Hirota, Nonaka Tetsuya1, Ebisawa Takemasa1 (1. Nagoya Institute of Technology)
Keywords:
Steel bridge piers,Excess action,Allowance of uplift,Rocking behavior
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