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SEI Pre-Standard and Commentary on Disproportionate Collapse (Part II)

Prescriptive Approaches to Provide Robustness

 SEI Pre-Standard and Commentary on Disproportionate Collapse (Part II)
Autor(en): , ,
Beitrag für 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008, veröffentlicht in , S. 588-589
DOI: 10.2749/222137908796294063
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At lower levels of risk, prescribed levels of appropriate robustness could be incorporated into the structural elements and system, even in the absence of specified threat or probability of occurre...
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Autor(en):


Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008
Veröffentlicht in:
Seite(n): 588-589 Anzahl der Seiten (im PDF): 9
Seite(n): 588-589
Anzahl der Seiten (im PDF): 9
Jahr: 2008
DOI: 10.2749/222137908796294063
Abstrakt:

At lower levels of risk, prescribed levels of appropriate robustness could be incorporated into the structural elements and system, even in the absence of specified threat or probability of occurrence. As a minimum, robustness can be added to an element or system through the prescription of integrity requirements such as element to element connectivity, balanced minimum requirements for multiple response mechanisms, and enhanced stability requirements (assumption of increased unsupported lengths, etc.) At higher risk levels, robustness requirements might include so-called “tying” requirements, “bridging” techniques, prescriptive key element hardening, or, for certain form factor buildings, compartmentalization.

Stichwörter:
Robustheit progressiver Kollaps