Cold-Formed Steel Beam-to-Column Screw Connections Exposed to High Temperatures Reinforced with CFRP-Reference-Cited by-同舟云学术

Cold-Formed Steel Beam-to-Column Screw Connections Exposed to High Temperatures Reinforced with CFRP

Published:2023-02-28 Issue:4 Volume:47 Page:1941-1957
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Sagiroglu Merve^ORCID,Maali Mahyar,Kar Mert,Bilen Mahmut Bugra

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40996-023-01058-1.pdf

Reference31 articles.

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2. Aydin AC, Yaman Z, Agcakoca E, Kilic M, Maali M, Aghazadeh Dizaji A (2020) CFRP effect on the buckling behavior of dented cylindrical shells. Int J Steel Struct 20:425–435. https://doi.org/10.1007/S13296-019-00294-4/TABLES/6

3. Aydın Korucuk FM, Maali M, Kılıç M, Aydın AC (2019) Experimental analysis of the effect of dent variation on the buckling capacity of thin-walled cylindrical shells. Thin-Walled Struct 143:106259. https://doi.org/10.1016/J.TWS.2019.106259

4. Buchanan AH, Abu AK (2016) Structural design for fire safety, 2nd edn. Wiley, Hoboken

5. Cai Y, Young B (2019) Structural behaviour of cold-formed stainless steel bolted connections at post-fire condition. J Constr Steel Res 152:312–321. https://doi.org/10.1016/J.JCSR.2018.03.024

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