It is found that mechanism which improves seismic performance of steel bridge pier: Inner cruciform plates changes local deformation mode of tubular column and improves strength and ductility.

 
  • 明確了十字形鋼板改善橋墩抗震性能的機理:十字形鋼板的設置改變了鋼管局部變形的模態(tài),從而提高了結構的延性和承載力。
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