Ioannis ANASTASOPOULOS | Professor (Full) | ETH Zurich, Zürich | ETH Zürich | Department of Civil, Environmental and Geomatic Engineering
PDF) Implications of volume loss on the seismic response of tunnels in coarse- grained soils
12 professors at ETH Zurich appointed | ETH Zurich
PDF) Shallow strip foundations subjected to earthquake-induced soil liquefaction: Validation, modelling uncertainties, and boundary effects
Professor Sarah Springman – Chair of Geotechnical Engineering | ETH Zurich
Real-Time Seismic Damage Assessment of Various Bridge Types Using a Nonlinear Three-Stage Least Squares Approach | Journal of Infrastructure Systems | Vol 26, No 3
12 professors at ETH Zurich appointed | ETH Zurich
PDF) SUITABILITY OF EQUIVALENT LINEAR SOIL MODELS FOR ANALYSING THE SEISMIC RESPONSE OF A CONCRETE TUNNEL
A spectacular initiative – Services & resources | ETH Zurich
A centrifuge-based experimental verification of Soil-Structure Interaction effects – topic of research paper in Materials engineering. Download scholarly article PDF and read for free on CyberLeninka open science hub.
PDF) Centrifuge modeling of rocking-isolated inelastic RC bridge piers
Ioannis ANASTASOPOULOS | Professor (Full) | ETH Zurich, Zürich | ETH Zürich | Department of Civil, Environmental and Geomatic Engineering
Ioannis ANASTASOPOULOS | Professor (Full) | ETH Zurich, Zürich | ETH Zürich | Department of Civil, Environmental and Geomatic Engineering
Professor Ioannis Anastasopoulos – Chair of Geotechnical Engineering | ETH Zurich
Einheit Sich entwickeln schreiben ioannis anastasopoulos Gallenblase Inspiration Unverändert
Organizing Committee – Distinguished Dynamics Colloquium | ETH Zurich
Cost‐effective analysis technique for the design of bridges against strike‐slip faulting - Agalianos - 2020 - Earthquake Engineering & Structural Dynamics - Wiley Online Library
PDF) Assessment of Three-Dimensional Printing of Granular Media for Geotechnical Applications
Real-Time Seismic Damage Assessment of Various Bridge Types Using a Nonlinear Three-Stage Least Squares Approach | Journal of Infrastructure Systems | Vol 26, No 3
Einheit Sich entwickeln schreiben ioannis anastasopoulos Gallenblase Inspiration Unverändert
Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12
Einheit Sich entwickeln schreiben ioannis anastasopoulos Gallenblase Inspiration Unverändert
Research staff – Chair of Geotechnical Engineering | ETH Zurich
PDF) RUPTURE−DIRECTIVITY AND FLING−STEP EFFECTS ON NEWMARK BLOCK SLIDING
