Seismic loss assessment of direct-DBD platform-type cross-laminated timber shear wall systems using FEMA P-58 methodology
Author:
Funder
Natural Sciences and Engineering Research Council of Canada
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10518-024-01998-7.pdf
Reference72 articles.
1. Aloisio A, Alaggio R, Fragiacomo M (2021) Equivalent viscous damping of cross-laminated timber structural archetypes. J Struct Eng 147(4):04021012. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002947
2. Aloisio A, Contento A, Alaggio R et al (2022) Probabilistic assessment of a light-timber frame shear wall with variable pinching under repeated earthquakes. J Struct Eng 148(11):04022178
3. ASCE 7-10 (2010) Minimum design loads for buildings and other structures. American Society of Civil Engineers, Reston, VA
4. Casagrande D, Doudak G, Polastri A (2019) A proposal for the capacity-design at wall-and building-level in light-frame and cross-laminated timber buildings. Bull Earthq Eng 17(6):3139–3167. https://doi.org/10.1007/s10518-019-00578-4
5. Ceccotti A, Sandhaas C, Okabe M et al (2013) SOFIE project–3D shaking table test on a seven-storey full-scale cross-laminated timber building. Earthq Eng Struct Dyn 42(13):2003–2021. https://doi.org/10.1002/eqe.2309
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