Experimental analyses of innovative wood-shear walls under seismic loads
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Bibliographic Details
| Author(s): |
Vera Wilden
(RWTH Aachen University, Aachen, Germany)
Benno Hoffmeister (RWTH Aachen University, Aachen, Germany) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021 | ||||
| Published in: | IABSE Congress Christchurch 2020 | ||||
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| Page(s): | 1222-1229 | ||||
| Total no. of pages: | 8 | ||||
| DOI: | 10.2749/christchurch.2021.1222 | ||||
| Abstract: |
The seismic performance of sheathing-timber-frame-connections was investigated for different combination of materials and fasteners. The experimental studies were extended to tests on full- scale wall elements in order to verify the transferability of small-scale results to full scale elements. The results were evaluated with regard to stiffness, strength, ductility and overstrength. |
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| Keywords: |
ductility seismic performance connections light timber frame staples OSB
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