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Experimental analyses of innovative wood-shear walls under seismic loads

 Experimental analyses of innovative wood-shear walls under seismic loads
Auteur(s): ,
Présenté pendant IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021, publié dans , pp. 1222-1229
DOI: 10.2749/christchurch.2021.1222
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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 w...
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Détails bibliographiques

Auteur(s): (RWTH Aachen University, Aachen, Germany)
(RWTH Aachen University, Aachen, Germany)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021
Publié dans:
Page(s): 1222-1229 Nombre total de pages (du PDF): 8
Page(s): 1222-1229
Nombre total de pages (du PDF): 8
DOI: 10.2749/christchurch.2021.1222
Abstrait:

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.