Beyond conventional capacity design

Author:

Anastasopoulos I

Publisher

CRC Press

Reference6 articles.

1. Anastasopoulos I., Gazetas G., Loli M., Apostolou M, Engineering, 29, 2 Gerolymos N. (2009), Soil Failure can be used for Earth- Pecker, A. (1998), Capacity Design Principles for Shalquake Protection of Structures, Bulletin of Earthquake low Foundations in Seismic Areas, Proc. 11th European Engineering, Vol. 7, No. 4 (available online). Conference on Earthquake Engineering, A.A. Balkema

2. Apostolou, M., Gazetas G. (2005), Rocking of Foundations Publishing. under Strong Shaking: Mobilisation of Bearing Capac- Priestley, M.J.N., Seible, F. and Calvi, G.M. (1996), Seismic ity and Displacement Demands, Proc. 1st Greece-Japan Design and Retrofit of Bridges, John Wiley and Sons, New Workshop, Seismic Design, Observation, Retrofit, Athens York. 11-12 October, pp.131-140. Seible, F., Priestley, M.J.N. and MacRae, G. (1995), The

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