## Abstract This paper describes the analytical models that were used to simulate the full time‐history response of timber frames subjected to dynamic loads. Three‐dimensional models of two‐story timber frames were developed and verified via small‐ and full‐scale shake table experiments. The modeli
✦ LIBER ✦
Three-Dimensional Model of Light Frame Wood Buildings. II: Experimental Investigation and Validation of Analytical Model
✍ Scribed by Collins, M.; Kasal, B.; Paevere, P.; Foliente, G. C.
- Book ID
- 120604785
- Publisher
- American Society of Civil Engineers
- Year
- 2005
- Tongue
- English
- Weight
- 188 KB
- Volume
- 131
- Category
- Article
- ISSN
- 0733-9445
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