Rocking Pilegroups Under Seismic Loading: Exploring a Simplified Method
Author:
Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-11898-2_98
Reference16 articles.
1. Anastasopoulos, Ι.: Beyond conventional capacity design: towards a new design philosophy. In: Orense, R.P., Chow, N., Pender, M.J. (eds.) Soil–Foundation–Structure Interaction, pp. 213–220. Taylor & Francis Group (2010)
2. Anastasopoulos, I., Gazetas, G., Loli, M., Apostolou, M., Gerolymos, N.: Soil failure can be used for seismic protection of structures. Bull. Earthq. Eng. 8(2), 309–326 (2010)
3. Mergos, P.E., Kawashima, K.: Rocking isolation of a typical bridge pier on spread foundation. J. Earthq. Eng. 9(2), 395–414 (2005)
4. Agalianos, A., Psychari, A., Vassiliou, M.F., Stojadinovic, B., Anastasopoulos, I.: Comparative assessment of two rocking isolation techniques for a motorway overpass bridge. Front. Built Environ. 3(47) (2017). https://doi.org/10.3389/fbuil.2017.00047
5. Sakellariadis, L., Marin, A., Anastasopoulos, I.: Widening of existing motorway bridges: pile group retrofit versus nonlinear pile–soil response. J. Geotech. Geoenviron. Eng. 145(12), 04019107 (2019)
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