Seismic and Progressive Collapse Retrofit of a Steel Braced Frame Office Building-Reference-Cited by-同舟云学术

Seismic and Progressive Collapse Retrofit of a Steel Braced Frame Office Building

Published:2022 Issue: Volume: Page:932-940
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:
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Author:

Ferraioli Massimiliano,Lavino Angelo,Capasso Crescenzo,Mandara Alberto

Publisher

Springer International Publishing

Link

https://link.springer.com/content/pdf/10.1007/978-3-031-03811-2_103

Reference13 articles.

1. Ferraioli M (2019) Evaluation of dynamic increase factor in progressive collapse analysis of steel frame structures considering catenary action. Steel Compos Struct 30(3):253–269

2. Ferraioli M (2019) A modal pushdown procedure for progressive collapse analysis of steel frame structures. J Constr Steel Res 156:227–241

3. Ferraioli M (2016) Dynamic increase factor for pushdown analysis of seismically designed steel moment-resisting frames. Int J Steel Struct 16(3):857–875. https://doi.org/10.1007/s13296-015-0056-6

4. Ferraioli M, Lavino A, Mandara A (2018) Assessment of dynamic increase factors for progressive collapse analysis of steel frames subjected to column failure. Ingegneria Sismica 35(2):67–77

5. Ferraioli M, Avossa AM, Mandara A (2014) Assessment of progressive collapse capacity of earthquake-resistant steel moment frames using pushdown analysis. Open Constr Build Technol J 8:324–336

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