Purpose of the project “Mitigation of the risk of progressive collapse in steel and composite building frames”- FAILNOMORE, is to consolidate the knowledge developed in the aforementioned research and transform it into practical recommendations and guidelines. The present design manual is a part of dissemination material and reflects the main outcomes of the FAILNOMORE project. Part 1 entitled “Design for robustness” which reflects the design strategies and the design approaches to be adopted Part 2 entitled “Worked examples” which illustrates how the different design approaches can be applied on four actual design examples: a steel and a composite structure designed in a non-seismic area and a steel and a composite structure designed in a seismic area. • Part 3 entitled “Annexes” which provides the reader with additional detailed information regarding some of the proposed design concepts. • Part 4 entitled “References”
D3-1: Design Recommendations against Progressive Collapse in Steel and Steel-Concrete Buildings / Demonceau, J.F., Golea, T., Jaspart, J.P., Elghazouli, A., Khalil, Z., Santiago, A., Santos, A.F., Simoes Da Silva, L., Kuhlmann, U., Skarmoutsos, G., Baldassino, N., Zandonini, R., Bernardi, M., Zordan, M., Dinu, F., Marginean, I., Jakab, D., Dubina, D., Wertz, F., Weynand, K., et al.. - ELETTRONICO. - (2021), pp. 1-242.
D3-1: Design Recommendations against Progressive Collapse in Steel and Steel-Concrete Buildings
Baldassino, Nadia;Zandonini, Riccardo;
2021-01-01
Abstract
Purpose of the project “Mitigation of the risk of progressive collapse in steel and composite building frames”- FAILNOMORE, is to consolidate the knowledge developed in the aforementioned research and transform it into practical recommendations and guidelines. The present design manual is a part of dissemination material and reflects the main outcomes of the FAILNOMORE project. Part 1 entitled “Design for robustness” which reflects the design strategies and the design approaches to be adopted Part 2 entitled “Worked examples” which illustrates how the different design approaches can be applied on four actual design examples: a steel and a composite structure designed in a non-seismic area and a steel and a composite structure designed in a seismic area. • Part 3 entitled “Annexes” which provides the reader with additional detailed information regarding some of the proposed design concepts. • Part 4 entitled “References”| File | Dimensione | Formato | |
|---|---|---|---|
|
Pagine da D3-1_FailNoMoreEN_VFINAL_parteI.pdf
Solo gestori archivio
Descrizione: Parte I documento completo
Tipologia:
Versione editoriale (Publisher’s layout)
Licenza:
Tutti i diritti riservati (All rights reserved)
Dimensione
3.55 MB
Formato
Adobe PDF
|
3.55 MB | Adobe PDF | Visualizza/Apri |
|
Pagine da D3-1_FailNoMoreEN_VFINAL_Parte II.pdf
Solo gestori archivio
Descrizione: Parte II documento completo
Tipologia:
Versione editoriale (Publisher’s layout)
Licenza:
Tutti i diritti riservati (All rights reserved)
Dimensione
5.03 MB
Formato
Adobe PDF
|
5.03 MB | Adobe PDF | Visualizza/Apri |
|
Pagine da D3-1_FailNoMoreEN_VFINAL_Parte III.pdf
Solo gestori archivio
Descrizione: Parte III documento completo
Tipologia:
Versione editoriale (Publisher’s layout)
Licenza:
Altra licenza (Other type of license)
Dimensione
4.18 MB
Formato
Adobe PDF
|
4.18 MB | Adobe PDF | Visualizza/Apri |
|
Pagine da D3-1_FailNoMoreEN_VFINAL_Parte IV.pdf
Solo gestori archivio
Descrizione: Parte IV documento completo
Tipologia:
Versione editoriale (Publisher’s layout)
Licenza:
Altra licenza (Other type of license)
Dimensione
6.18 MB
Formato
Adobe PDF
|
6.18 MB | Adobe PDF | Visualizza/Apri |
|
Pagine da D3-1_FailNoMoreEN_VFINAL_parte V.pdf
Solo gestori archivio
Descrizione: Parte V documento completo
Tipologia:
Versione editoriale (Publisher’s layout)
Licenza:
Tutti i diritti riservati (All rights reserved)
Dimensione
4.81 MB
Formato
Adobe PDF
|
4.81 MB | Adobe PDF | Visualizza/Apri |
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione



