Modelling Nonlinear Static Analysis for Soil-Structure Interaction Problems

Author:

Gallese DomenicoORCID,Gorini Davide NoèORCID,Callisto LuigiORCID

Publisher

Springer Nature Switzerland

Reference17 articles.

1. Freeman, S.A., Nicoletti, J.P., Tyrell, J.V.: Evaluations of existing buildings for seismic risk-a case study of Puget sound naval shipyard, Bremerton, Washington. In: Proceedings of the 1st US National conference on earthquake engineering. Berkeley, USA (1975)

2. FEMA: FEMA 440. Improvement of nonlinear static seismic analysis procedures. Federal Emergency Management Agency. Redwood City. (2005)

3. Fajfar, P., Fishinger, M.: Non-linear seismic analysis of RC buildings: implications of a case study. Eur. Earthq. Eng. 1, 31–43 (1987)

4. Fajfar, P.: A nonlinear analysis method for performance-based seismic design. Earthq. Spectra 16(3), 573–592 (2000). https://doi.org/10.1193/1.1586128

5. Laguardia, R., Gallese, D., Gigliotti, R., Callisto, L.: A non-linear static approach for the prediction of earthquake-induced deformation of geotechnical systems. Bull. Earthq. Eng. 18(15), 6607–6627 (2020). https://doi.org/10.1007/s10518-020-00949-2

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