Theoretical Models for Tie Bar Maximum Axial Force Demand in Composite Plate Shear Walls

Theoretical Models for Tie Bar Maximum Axial Force Demand in Composite Plate Shear Walls–Concrete Filled

Published:2022-06-26 Issue:4 Volume:22 Page:1108-1125
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Polat Erkan^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13296-022-00625-y.pdf

Reference36 articles.

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3. Alzeni, Y., & Bruneau, M. (2017). In-plane cyclic testing of concrete-filled sandwich steel panel walls with and without boundary elements. Journal of Structural Engineering, 143(9), 04017115.

4. Bhardwaj, S. R., Varma, A. H., & Orbovic, N. (2019). Behavior of steel-plate composite wall piers under biaxial loading. Journal of Structural Engineering, 145(2), 04018252.

5. Booth, P. N., Varma, A. H., Sener, K. C., & Mori, K. (2015). Seismic behavior and design of a primary shield structure consisting of steel-plate composite (SC) walls. Nuclear Engineering and Design, 295, 829–842.

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