Soil failure can be used for seismic protection of structures
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Marianna Loli | Ioannis Anastasopoulos | George Gazetas | Nikos Gerolymos | Marios Apostolou | G. Gazetas | I. Anastasopoulos | N. Gerolymos | M. Loli | M. Apostolou
[1] T. Paulay,et al. Reinforced Concrete Structures , 1975 .
[2] Sivapalan Gajan,et al. Capacity, Settlement, and Energy Dissipation of Shallow Footings Subjected to Rocking , 2008 .
[3] Jonathan P. Stewart,et al. Numerical Models for the Analysis and Performance-Based Design of Shallow Foundations Subjected to Seismic Loading , 2008 .
[4] Masahiro Shirato,et al. Seismic behaviour of shallow foundations: Shaking table experiments vs numerical modelling , 2008 .
[5] Geoffrey R. Martin,et al. Earthquake Resistant Design Of Foundations-Retrofit Of Existing Foundations , 2000 .
[6] I. Ishibashi,et al. UNIFIED DYNAMIC SHEAR MODULI AND DAMPING RATIOS OF SAND AND CLAY , 1993 .
[7] Ezio Faccioli,et al. Investigation of Seismic Soil-Footing Interaction by Large Scale Cyclic Tests and Analytical Models , 2001 .
[8] Mjn Priestley,et al. Performance based seismic design , 2000 .
[9] Ioannis Anastasopoulos,et al. Evidence of beneficial role of inclined piles: observations and summary of numerical analyses , 2008 .
[10] Vladimir Graizer,et al. Some Key Features of the Strong-Motion Data from the M 6.0 Parkfield, California, Earthquake of 28 September 2004 , 2006 .
[11] Nicos Makris,et al. Rocking response of rigid blocks under near-source ground motions , 2000 .
[12] Tara C. Hutchinson,et al. Centrifuge modeling of load-deformation behavior of rocking shallow foundations , 2005 .
[13] Craig D. Comartin,et al. The Hyogo-ken Nanbu earthquake : Great Hanshin Earthquake Disaster, January 17, 1995 : preliminary reconnaissance report , 1995 .
[14] Roberto Paolucci,et al. Simplified evaluation of earthquake induced permanent displacements of shallow foundations , 1997 .
[15] R. Park. An analysis of the failure of the columns of a 600 metre length of the Hanshin elevated expressway during the Great Hanshin Earthquake of 17 January 1995 , 1996 .
[16] George Gazetas,et al. Seismic response of single-column bent on pile: evidence of beneficial role of pile and soil inelasticity , 2009 .
[17] Panagiotis E. Mergos,et al. ROCKING ISOLATION OF A TYPICAL BRIDGE PIER ON SPREAD FOUNDATION , 2005 .
[18] J. Mander,et al. Theoretical stress strain model for confined concrete , 1988 .
[19] Tara C. Hutchinson,et al. Investigation into the Effects of Foundation Uplift on Simplified Seismic Design Procedures , 2006 .
[20] Ioannis Anastasopoulos,et al. The Collapse of the Hanshin Expressway (Fukae) Bridge, Kobe 1995: Soil-Foundation-Structure Interaction, Reconstruction, Seismic Isolation , 2006 .
[21] Dan M. Frangopol,et al. Effects of Damage and Redundancy on Structural Reliability , 1987 .
[22] Panos Dakoulas,et al. Local‐soil and source‐mechanism effects in the 1986 kalamata (Greece) earthquake , 1990 .
[23] Joseph P. Nicoletti,et al. Seismic Design and Retrofit of Bridges , 1996 .
[24] Charisis Chatzigogos,et al. Macroelement modeling of shallow foundations , 2008, 0802.0425.
[25] Julian J. Bommer,et al. The Challenge of Defining Upper Bounds on Earthquake Ground Motions , 2004 .
[26] Y. Fukushima,et al. Characteristics of Observed Peak Amplitude for Strong Ground Motion from the 1995 Hyogoken Nanbu (Kobe) Earthquake , 2000 .