Robustness for Large Steel-Concrete Composite Structures
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Bibliographic Details
| Author(s): |
Nadine Hoffmann
Lars Rölle Ulrike Kuhlmann |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Workshop: Safety, Failures and Robustness of Large Structures, Helsinki, Finland, 14-15 February 2013 | ||||
| Published in: | IABSE Workshop, 14-15 February 2013, Helsinki | ||||
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| Page(s): | 112-119 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2013 | ||||
| DOI: | 10.2749/222137813807018962 | ||||
| Abstract: |
The paper reports briefly on investigations for large steel-concrete composite structures such as multi-story buildings where the danger of a progressive collapse is prevented by alternate load path methods. Structural redundancy is considered depending on the floor system and on frame action. Focus is given to the influence of joints and the importance of their ductile behaviour for the structural robustness. Report is given also on a new European project developing an advanced design concept for steel-concrete composite structures under defined impact scenarios. |
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| Keywords: |
robustness redundancy joint ductility over-strength effects alternate load path
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