Influence of structural timber variability on reliability and damage tolerance of timber beams
The thesis addresses two main problems: 1) Probablistic modelling of lengthwise variability in structural timber, 2) Reliability and damage tolerance analysis of beams made of structural timber. Timber is considered as an elastic-brittle material. Dependence of timber properties on time and environm...
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| Format: | Doctoral Thesis |
| Language: | English |
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Luleå tekniska universitet
1998
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-16865 |