Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction
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/s10518-022-01513-w.pdf
Reference61 articles.
1. ACI, A. (2014) 318-14. Building code requirements for structural concrete. American Concrete Institute, Farmington Hills
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3. Anastasopoulos I, Kourkoulis R, Gelagoti F, Papadopoulos E (2012) Rocking response of SDOF systems on shallow improved sand: an experimental study. Soil Dyn Earthq Eng 40:15–33
4. Anastasopoulos I, Loli M, Georgarakos T, Drosos V (2013) Shaking table testing of rocking—isolated bridge pier on sand. J Earthq Eng 17:1–32
5. Arboleda-Monsalve LG, Mercado JA, Terzic V, Mackie KR (2020) Soil–structure interaction effects on seismic performance and earthquake-induced losses in tall buildings. J Geotech Geoenviron Eng 146(5):4020028. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002248
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