Seismic design of a low-carbon building constructed with in-situ produced compressed earth blocks

Authors: Zarzour, Noura, Santisi d’Avila, Maria Paola, Mercerat, E. Diego, Lenti, Luca, Oggero, Michel

Source: In Soil Dynamics and Earthquake Engineering December 2024 187

Influence of the variability of soil profile properties on weak and strong seismic response

Authors: Gobbi, Stefania, Lenti, Luca, Santisi d’Avila, Maria Paola, Semblat, Jean-François, Reiffsteck, Philippe

Source: In Soil Dynamics and Earthquake Engineering August 2020 135

Soil-structure interaction analysis using a 1DT-3C wave propagation model

Authors: Fares, Reine, Santisi d′Avila, Maria Paola, Deschamps, Anne

Source: In Soil Dynamics and Earthquake Engineering May 2019 120:200-213

Liquefaction assessment of silty sands: Experimental characterization and numerical calibration

Authors: Gobbi, Stefania, Santisi d'Avila, Maria Paola, Lenti, Luca, Semblat, Jean-François, Reiffsteck, Philippe

Source: Soil dynamics and earthquake engineering. 159

Availability: http://explore.bl.uk/primo_library/libweb/action/display.do?tabs=detailsTab&gathStatTab=true&ct=display&fn=search&doc=ETOCvdc_100165218590.0x000001&indx=1&recIds=ETOCvdc_100165218590.0x000001

Analysis of Reinforced Concrete Shells with Transverse Shear Forces.

Authors: Schulz, Mauro, Santisi d'Avila, Maria Paola

Source: Journal of Structural Engineering; July 2010, Vol. 136 Issue 7, p837-848, 12p

Advantages and detriments of 1-Directional 3-Component wave propagation approach for Soil-Structure Interaction modeling

Authors: Fares, Reine, Santisi d’Avila, Maria Paola, Deschamps, Anne

Source: In Procedia Engineering 2017 199:2426-2432

Rocking Motion Analysis Using Structural Identification Tools.

Authors: Rohmer, Ophélie, Santisi d'Avila, Maria Paola, Bertrand, Etienne, Regnier, Julie

Source: Geotechnics; Sep2023, Vol. 3 Issue 3, p601-623, 23p

Subject Terms: MOTION, REINFORCED concrete buildings, EARTHQUAKES, FINITE element method, METHODOLOGY

Effect of Active Plastic Fine Fraction on Undrained Behavior of Binary Granular Mixtures.

Authors: Gobbi, Stefania¹ (AUTHOR) stefania.gobbi@geodynamique.com, Santisi d'Avila, Maria Paola² (AUTHOR) msantisi@unice.fr, Lenti, Luca³ (AUTHOR) luca.lenti@ifsttar.fr, Semblat, Jean-François⁴ (AUTHOR) jean-francois.semblat@ensta-paris.fr, Reiffsteck, Philippe⁵ (AUTHOR) philippe.reiffsteck@ifsttar.fr

Source: International Journal of Geomechanics. Jan2022, Vol. 22 Issue 1, p1-13. 13p.

Subject Terms: *PARTICLE size distribution, *BINARY mixtures, *FRACTIONS, *PARTICULATE matter, *PARTICLE interactions, *PLASTICS

Nonlinear Numerical Simulation of the Soil Seismic Response to the 2012 Mw 5.9 Emilia Earthquake Considering the Variability of the Water Table Position.

Authors: Santisi d'Avila, Maria Paola¹, msantisi@unice.fr, Lenti, Luca², luca.lenti@ifsttar.fr, Martino, Salvatore³, salvatore.martino@uniroma1.it, Romeo, Roberto Walter⁴, roberto.romeo@uniurb.it

Source: Bulletin of the Seismological Society of America; Apr2019, Vol. 109 Issue 2, p505-524, 20p

Nonlinear Numerical Simulation of the Soil Seismic Response to the 2012 Mw 5.9 Emilia Earthquake Considering the Variability of the Water Table Position.

Authors: Santisi d'Avila, Maria Paola, Lenti, Luca, Martino, Salvatore, Romeo, Roberto Walter

Source: Bulletin of the Seismological Society of America; Apr2019, Vol. 109 Issue 2, p505-524, 20p

New service limit state criteria for reinforced concrete in chloride environments.

Authors: Castel, Arnaud¹, a.castel@unsw.edu.au, François, Raoul², Santisi d'Avila, Maria Paola³, Jenkins, Doug⁴

Source: Corrosion Reviews; Feb2019, Vol. 37 Issue 1, p21-29, 9p

Extended Iwan-Iai (3DXii) constitutive model for 1-directional 3-component seismic waves in liquefiable soils: applicationto the Kushiro site (Japan).

Authors: Santisi d'Avila, Maria Paola¹ msantisi@unice.fr, Pham, Viet Anh², Lenti, Luca³, Semblat, Jean-François⁴

Source: Geophysical Journal International. Oct2018, Vol. 215 Issue 1, p252-266. 15p.

Subject Terms: *SEISMIC waves, *LIQUEFACTION (Physics), *WATERLOGGING (Soils), *SHEARING force, *ELASTICITY

Nonlinear seismic response for the 2011 Tohoku earthquake: borehole records versus one-directional three-component propagation models.

Authors: Santisi d'Avila, Maria Paola¹ msantisi@unice.fr, Semblat, Jean-François²

Source: Geophysical Journal International. Apr2014, Vol. 197 Issue 1, p566-580. 15p.

Subject Terms: *SEISMIC response, *SENDAI Earthquake, Japan, 2011, *CROSS-borehole seismology, *THEORY of wave motion, *FINITE element method, *MODULUS of rigidity

Strong Ground Motion in the 2011 Tohoku Earthquake: A One-Directional Three-Component Modeling.

Authors: Santisi d'Avila, Maria Paola¹, msantisi@unice.fr, Semblat, Jean-François², Lenti, Luca²

Source: Bulletin of the Seismological Society of America; May2013 Supplement, Vol. 103 Issue 2B, p1394-1410, 17p

Modelling strong seismic ground motion: three-dimensional loading path versus wavefield polarization.

Authors: Santisi d'Avila, Maria Paola¹ mpaolasantisi@gmail.com, Lenti, Luca², Semblat, Jean-François²

Source: Geophysical Journal International. Sep2012, Vol. 190 Issue 3, p1607-1624. 18p. 1 Diagram, 1 Chart, 12 Graphs.

Subject Terms: *SEISMOLOGY, *SEISMIC waves, *THEORY of wave motion, *SOILS, *SHEAR (Mechanics), *FINITE element method, *EARTHQUAKES, *ENERGY dissipation