Robustness: Theoretical Framework

Author:

Sørensen John Dalsgaard1,Rizzuto Enrico2,Narasimhan Harikrishna3,Faber Michael Havbro4

Affiliation:

1. Dept. of Civil Engineering, Aalborg University, Aalborg, Denmark

2. University of Genoa, Genova, Italy

3. ETH Zurich, Zurich, Switzerland

4. Dept. of Civil Engineering, Technical University of Denmark, Lyngby, Denmark Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Früwald E, Serrano E, Toratti T, Emilsson A, Thelandersson S. Design of Safe Timber Structures—How Can We Learn from Structural Failures in Concrete, Steel and Timber? Report TVBK-3053, Lund University, 2007.

2. Winter S, Kreuzinger H. The Bad Reichenhall ice-arena collapse and the necessary consequences for wide span timber structures. Proceedings WCTE 2008 Conference, Miyazaki, Japan, 2008.

3. EN 1991-1-7:2006. Actions on Structures— Part 1-7: General Actions—Accidental Actions.

4. Faber MH, Kübler O, Fontana M, Knobloch M. Failure consequences and reliability acceptance criteria for exceptional building structures. A Study Taking Basis in the Failure of the World Trade Center Twin Towers, Institute of Structural Engineering, Swiss Federal Institute of Technology, Zürich, Switzerland, 2004.

5. Sørensen JD, Rizzuto E, Faber MH. Robustness—theoretical framework. In Proceedings of the Joint Workshop of COST Actions TU0601 and E55, Köhler J, Narasimhan H, Faber MH (eds), ETH Zurich: Zurich, 2009.

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