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Effect of the concrete cover thickness ratio on the post-yield stiffness of bridge columns with partially unbonded unstressed steel strands

Published Online: 2022-09-03

Authors

Ou, Yu-Chen http://orcid.org/0000-0001-5779-3943
Wu, Jhen-Wei

Pratiwi, Ade Yuniati
Funding

Funding for this research was provided by:

Ministry of Science of Technology of Taiwan (109-2923-M-002-006-MY3, 110-2625-M-002-013-)
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Text and Data Mining valid from 2022-09-03

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Article History

Received: 18 May 2022

Accepted: 30 July 2022

First Online: 3 September 2022

Declarations

:

: The author(s) declared no potential conflicts of interest with respect to the research, authorship, and/or publication of this article.

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