## Abstract Laminated timber frames behave well under dynamic earthquake loads, but the beam‐to‐column connections may be susceptible to a brittle‐type failure, due to tensile stresses across wood fibres. Fibre‐based materials such as non‐woven glass‐fibre fabric are effective in mitigating the ten
Failure analysis of laminated timber beams reinforced with glass fibre composites
✍ Scribed by S. Hallström; J. L. Grenestedt
- Publisher
- Springer
- Year
- 1997
- Tongue
- English
- Weight
- 801 KB
- Volume
- 31
- Category
- Article
- ISSN
- 0043-7719
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