![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
![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://www.researchgate.net/profile/Konstantinos-Kassas-2/publication/351430420/figure/fig5/AS:1040698241478661@1625133204445/Comparison-of-computed-to-experimental-settlement-rotation-w-th-response-for-all-6_Q320.jpg)
Ioannis ANASTASOPOULOS | Professor (Full) | ETH Zurich, Zürich | ETH Zürich | Department of Civil, Environmental and Geomatic Engineering
![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/d69c34cb-cfef-4d73-8550-d2629691289b/figure7.jpg)
Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12
![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.
![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://www.researchgate.net/profile/Konstantinos-Kassas-2/publication/351430420/figure/fig2/AS:1040698241454081@1625133204348/Cyclic-stress-ratio-versus-number-of-cycles-required-for-liquefaction-for-the-six_Q320.jpg)
Ioannis ANASTASOPOULOS | Professor (Full) | ETH Zurich, Zürich | ETH Zürich | Department of Civil, Environmental and Geomatic Engineering
![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
![PDF) Shallow strip foundations subjected to earthquake-induced soil liquefaction: Validation, modelling uncertainties, and boundary effects PDF) Shallow strip foundations subjected to earthquake-induced soil liquefaction: Validation, modelling uncertainties, and boundary effects](https://i1.rgstatic.net/publication/351430420_Shallow_strip_foundations_subjected_to_earthquake-induced_soil_liquefaction_Validation_modelling_uncertainties_and_boundary_effects/links/60dd9047a6fdccb745f923f5/largepreview.png)
PDF) Shallow strip foundations subjected to earthquake-induced soil liquefaction: Validation, modelling uncertainties, and boundary effects
![PDF) SUITABILITY OF EQUIVALENT LINEAR SOIL MODELS FOR ANALYSING THE SEISMIC RESPONSE OF A CONCRETE TUNNEL PDF) SUITABILITY OF EQUIVALENT LINEAR SOIL MODELS FOR ANALYSING THE SEISMIC RESPONSE OF A CONCRETE TUNNEL](https://i1.rgstatic.net/publication/325961703_SUITABILITY_OF_EQUIVALENT_LINEAR_SOIL_MODELS_FOR_ANALYSING_THE_SEISMIC_RESPONSE_OF_A_CONCRETE_TUNNEL/links/5b2ff80da6fdcc8506cb8474/largepreview.png)
PDF) SUITABILITY OF EQUIVALENT LINEAR SOIL MODELS FOR ANALYSING THE SEISMIC RESPONSE OF A CONCRETE TUNNEL
![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)