The structural behaviour of timber joints subjected to bi-axial bending.
This study investigates the structural performance of interior, exterior and corner traditional timber joints found in a traditional temple in Japan subjected to bi-axial bending. A total of 36 half-scale specimens were fabricated and tested under both uni-axial and bi-axial cyclic bending for compa...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 38, 6 (2009). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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