Abstract
The erection of ancient roof structures was based on the experience, tradition and the courage of their constructors instead of a structural analysis. A realistic model requires the consideration of the spatial load-bearing behaviour, as well as the flexibilities and the eccentricities of carpentry joints. However, the utilization ratios of roof
structures yield high values, so no meaningful statement about the load-bearing capacity of these structures can be made. By using the "Grazer Dachstuhl" as an example, changes of the utilization ratios as a consequence resulting from the consideration of the capacity of the roof battens are pointed out. In the beginning, some theoretical background on the load-bearing capacity of roof battens is presented. This is followed by a report of some structural tests
and the documentation of a model calculation. Based on the findings of the analysis of ancient roof structures, a protecting repair-concept using wood-based panels will be developed. This integral structure comprises the improvement of the rafter roof, a strengthening of the rafters themselves and their bases and an in plane-bracing of the roof. Additionally, this concept is characterised by economical, constructural and building-physical advantages
structures yield high values, so no meaningful statement about the load-bearing capacity of these structures can be made. By using the "Grazer Dachstuhl" as an example, changes of the utilization ratios as a consequence resulting from the consideration of the capacity of the roof battens are pointed out. In the beginning, some theoretical background on the load-bearing capacity of roof battens is presented. This is followed by a report of some structural tests
and the documentation of a model calculation. Based on the findings of the analysis of ancient roof structures, a protecting repair-concept using wood-based panels will be developed. This integral structure comprises the improvement of the rafter roof, a strengthening of the rafters themselves and their bases and an in plane-bracing of the roof. Additionally, this concept is characterised by economical, constructural and building-physical advantages
Original language | English |
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Title of host publication | Book of Abstracts, WCTE 2010, World Conference on Timber Engineering |
Place of Publication | Italien |
Pages | 701-702 |
Volume | 3 |
Publication status | Published - 2010 |
Event | 11th World Conference on Timber Engineering: WCTE 2010 - Riva del Garda, Italy Duration: 20 Jun 2010 → 24 Jun 2010 |
Conference
Conference | 11th World Conference on Timber Engineering |
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Abbreviated title | WCTE 2010 |
Country/Territory | Italy |
City | Riva del Garda |
Period | 20/06/10 → 24/06/10 |