Simplified pushover-based seismic loss assessment for existing infilled frame structures
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s10518-023-01792-x.pdf
Reference88 articles.
1. Akkar S, Yazgan U, Gülkan P (2005) Drift estimates in frame buildings subjected to near-fault ground motions. J Struct Eng 131(7):1014–1024. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:7(1014)
2. Alirezaei M, Noori M, Tatari O, Mackie KR, Elgamal A (2016) BIM-based damage estimation of buildings under earthquake loading condition. Procedia Eng 145:1051–1058. https://doi.org/10.1016/j.proeng.2016.04.136
3. Almufti I, Willford M. (2013) REDiTM Rating system: resilience-based earthquake design initiative for the next generation of building. DOI: https://doi.org/10.13140/RG.2.2.20267.75043
4. Alonso-Rodríguez A, Miranda E (2016) Dynamic behavior of buildings with non-uniform stiffness along their height assessed through coupled flexural and shear beams. Bull Earthq Eng 14(12):3463–3483. https://doi.org/10.1007/s10518-016-0009-2
5. ATC 58–1 (2011) Guidelines for seismic performance assessment of buildings: vol 1—methodology. Redwood City
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