Beam to Column Timber Joints with Pretensioned Bolts
The effects of pretension in bolts on hysteretic response of timber joints exposed to a bending had been reported by the authors, but the cyclic tests were carried out at small displacement level which might not be applicable for earthquake-resistance design. In this study, similar cyclic tests but...
Αποθηκεύτηκε σε:
| Κύριοι συγγραφείς: | , , , , |
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| Μορφή: | Artigo |
| Γλώσσα: | Inglês |
| Έκδοση: |
Petra Christian University
2011-01-01
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| Σειρά: | Civil Engineering Dimension |
| Θέματα: | |
| Διαθέσιμο Online: | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/18225 |
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