Seismic behavior of circular exposed reinforced concrete-filled steel tubular column-base joint: Experimental, numerical and theoretical studies

Author:

Duan Linli,Lang Xin,Mou Ben

Publisher

Elsevier BV

Reference30 articles.

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4. Influence of stiffeners on the performance of blind-bolt end-plate connections to CFST columns. Steel and Composite Structures;Ding;Int J,2020

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