Use of Roof Mega-Trusses for Progressive Collapse Retrofit of Existing Buildings

Author:

Ferraioli MassimilianoORCID,Lavino AngeloORCID,Mandara AlbertoORCID,De Matteis GianfrancoORCID

Publisher

Springer Nature Switzerland

Reference22 articles.

1. Byfield M, Paramasivam S (2007) Catenary action in steel-framed buildings. Struct Build 160(5):247–257

2. Qiao H, Luo C, Wei J, Chen Y (2020) Progressive collapse analysis for steel-braced frames considering vierendeel action. J Perform Constr Facil 34(4):04020069

3. 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

4. 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

5. Ferraioli M, Lavino A, Mandara A, Donciglio M, Formisano A (2018) Seismic and robustness design of steel frame buildings. Key Eng Mater 763:116–123

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