![Ioannis Anastasopoulos's email & phone | ETH Zurich's Professor and Chair of Geotechnical Engineering email Ioannis Anastasopoulos's email & phone | ETH Zurich's Professor and Chair of Geotechnical Engineering email](https://d1hbpr09pwz0sk.cloudfront.net/profile_pic/markus-meier-c2ee180f.jpg)
Ioannis Anastasopoulos's email & phone | ETH Zurich's Professor and Chair of Geotechnical Engineering email
![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 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](https://ascelibrary.org/cms/asset/e621620b-0f42-4ac9-ba98-b2dde35643fb/figure9.jpg)
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
![Robustness of simplified analysis methods for rocking structures on compliant soil - Sieber - 2020 - Earthquake Engineering & Structural Dynamics - Wiley Online Library Robustness of simplified analysis methods for rocking structures on compliant soil - Sieber - 2020 - Earthquake Engineering & Structural Dynamics - Wiley Online Library](https://onlinelibrary.wiley.com/cms/asset/ee739bf8-6120-4138-9b31-b92fb7add9b5/eqe3294-fig-0005-m.png)
Robustness of simplified analysis methods for rocking structures on compliant soil - Sieber - 2020 - Earthquake Engineering & Structural Dynamics - Wiley Online Library
![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](https://i1.rgstatic.net/ii/profile.image/272590447050765-1442002035582_Q128/Ioannis-Anastasopoulos.jpg)
Ioannis ANASTASOPOULOS | Professor (Full) | ETH Zurich, Zürich | ETH Zürich | Department of Civil, Environmental and Geomatic Engineering
![PDF) The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils | Michael J Brown - Academia.edu PDF) The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils | Michael J Brown - Academia.edu](https://0.academia-photos.com/attachment_thumbnails/67712856/mini_magick20210622-1377-ggzn5u.png?1624372118)
PDF) The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils | Michael J Brown - Academia.edu
![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. 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.](https://cyberleninka.org/viewer_images/770885/f/1.png)
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.
![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 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](https://ascelibrary.org/cms/asset/e87c23fa-6299-4e83-a4d7-fe0e89007b76/figure2.gif)
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
![Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12 Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12](https://ascelibrary.org/cms/asset/0273f67c-d7a4-462a-803a-b91e57b761e3/figure3.jpg)
Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12
![Robustness of simplified analysis methods for rocking structures on compliant soil - Sieber - 2020 - Earthquake Engineering & Structural Dynamics - Wiley Online Library Robustness of simplified analysis methods for rocking structures on compliant soil - Sieber - 2020 - Earthquake Engineering & Structural Dynamics - Wiley Online Library](https://onlinelibrary.wiley.com/cms/asset/7605ee5f-d2a3-45ac-9407-69a192409df3/eqe3294-fig-0003-m.jpg)