Effects of nonlinear soil–structure-interaction on seismic damage of 3D buildings on cohesive and frictional soils

Author:

Sotiriadis Dimitrios,Kostinakis Konstantinos,Morfidis Konstantinos

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference45 articles.

1. Alavi B, Krawinkler H (2001) Effects of near-fault ground motions on frame structures. Blume center report #138, Stanford, p 301

2. Anastasopoulos I, Gazetas G, Loli M, Apostolou M, Gerolymos N (2010) Soil failure can be used for seismic protection of structures. Bull Earthq Eng 8(2):309–326

3. ASCE/SEI (2009) Seismic rehabilitation of existing buildings, vol 41. American Society of Civil Engineers (ASCE), Reston

4. Avramidis I, Athanatopoulou A, Morfidis K, Sextos A, Giaralis A (2016) Eurocode-compliant seismic analysis and design of r/c buildings: concepts, commentary and worked examples with flowcharts. Geotechnical, Geological and Earthquake Engineering, Springer, New York. doi: 10.1007/978-3-319-25270-4

5. Carr AJ (2013) Ruaumoko—a program for inelastic time-history analysis: program manual. Department of Civil Engineering, University of Canterbury, Christchurch

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