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Joints in wide-span Timber Trusses – Failures and Rehabilitations

 Joints in wide-span Timber Trusses – Failures and Rehabilitations
Autor(en): , ,
Beitrag für IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009, veröffentlicht in , S. 113-121
DOI: 10.2749/222137809796088549
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Following the Bad Reichenhall ice-arena collapse, numerous expertises on the structural safety of wide-span timber structures were carried out at the Chair of Timber Structures and Building Constru...
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Bibliografische Angaben

Autor(en):


Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009
Veröffentlicht in:
Seite(n): 113-121 Anzahl der Seiten (im PDF): 7
Seite(n): 113-121
Anzahl der Seiten (im PDF): 7
Jahr: 2009
DOI: 10.2749/222137809796088549
Abstrakt:

Following the Bad Reichenhall ice-arena collapse, numerous expertises on the structural safety of wide-span timber structures were carried out at the Chair of Timber Structures and Building Construction. It became evident that inadequate structural design and detailing as well as inadequate manufacturing principles were the main reasons for observed failures. The design and manufacture of connections in wide-span timber structures are still amongst the most challenging tasks for both the structural engineer as well as the executing company. This paper will, on the basis of an exemplary expertise, discuss specific issues in the structural reliability of connections in wide- span timber trusses and give recommendations towards a state-of-the art design of such connections.

Stichwörter:
Riß Feuchte Versagen Verbindung Fachwerkbinder Instandsetzung Schwinden