The Effect of Post-Earthquake Fire on the Performance of Steel Moment Frames Subjected to Different Ground Motion Intensities-Reference-Cited by-同舟云学术

The Effect of Post-Earthquake Fire on the Performance of Steel Moment Frames Subjected to Different Ground Motion Intensities

Published:2021-06-06 Issue:4 Volume:21 Page:1197-1209
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Pourkeramat Peyman,Ghiasi Vahed^ORCID,Mohebi Benyamin

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13296-021-00496-9.pdf

Reference34 articles.

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2. ASTM. (2006). Standard test methods for determining effects of large hydrocarbon pool fires on structural members and assemblies. ASTM E1529–06. https://www.astm.org/DATABASE.CART/HISTORICAL/E1529-06.htm.

3. Behnam, B. (2016). Structural response of vertically irregular tall moment-resisting steel frames under pre-and post-earthquake fire. The Structural Design of Tall and Special Buildings, 25(12), 543–557.

4. Behnam, B. (2017). Post-earthquake fire analysis in urban structures: Risk management strategies. CRC Press.

5. Behnam, B. (2018). Failure sensitivity analysis of tall moment-resisting structures under natural fires. International Journal of Civil Engineering, 16(12), 1771–1780.

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