Christos Petridis
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Christos Petridis has a total of 28 co-authors. Here are the top co-authors by number of shared publications:
- Dimitris Pitilakis
Aristotle University of Thessaloniki
5 shared publications - Stavroula Fotopoulou
Department of Civil Engineering, Aristotle University, Thessaloniki, Greece
3 shared publications - Evi Riga
Aristotle University of Thessaloniki
2 shared publications - Kyriazis Pitilakis
Department of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki, Greece
2 shared publications - Maria Manakou
Department of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki, Greece
2 shared publications - Stella Karafagka
Department of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki, Greece
2 shared publications
Latest Publications
- 22 October 2024
- Published by Springer Nature in Bulletin of Earthquake Engineering
- Vol. 22 (14) , 6893-6927
Towards seismic risk reduction of critical facilities combining earthquake early warning and structural monitoring: a demonstration study
- 22 October 2024
- Published by Springer Nature in Bulletin of Earthquake Engineering
- Vol. 22 (14) , 6893-6927
Towards seismic risk reduction of critical facilities combining earthquake early warning and structural monitoring: a demonstration study
- Open Access
- 12 June 2024
- Published by University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy
- Vol. 16 (1) , 47-54
SEISMIC RESILIENCE THROUGH EUROPEAN RESEARCH NETWORKING - CRISIS PROJECT
CRISIS project aims at improving the disaster and emergency management through building a harmonized and efficient system for risk assessment of basic services and transport infrastructure in the targeted cross-border region. The main project activities include: (1) Cross-border multi hazard assessment; (2) Needs assessment; (3) Cross- border multi-risk assessment; and (4) Development of cross-border web base platform for risk assessment and management. The main stakeholder of the project is the civil protection and disaster management national authorities in the cross-border region where more than 500.000 inhabitants live, as well as all academic partner institutions that will share the knowledge and strengthen the mutual cooperation.
- 12 June 2024
- Published by University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy
- Vol. 16 (1) , 47-54
Open AccessSEISMIC RESILIENCE THROUGH EUROPEAN RESEARCH NETWORKING - CRISIS PROJECT
CRISIS project aims at improving the disaster and emergency management through building a harmonized and efficient system for risk assessment of basic services and transport infrastructure in the targeted cross-border region. The main project activities include: (1) Cross-border multi hazard assessment; (2) Needs assessment; (3) Cross- border multi-risk assessment; and (4) Development of cross-border web base platform for risk assessment and management. The main stakeholder of the project is the civil protection and disaster management national authorities in the cross-border region where more than 500.000 inhabitants live, as well as all academic partner institutions that will share the knowledge and strengthen the mutual cooperation.
- 19 September 2022
- Published by Taylor & Francis in Journal of Earthquake Engineering
- Vol. 27 (11) , 2994-3023
Vulnerability Assessment of School Buildings: Generic Versus Building-Specific Fragility Curves
The aim of this paper is to investigate whether existing generic fragility curves for various residential building typologies can be safely applied for the vulnerability assessment of school buildings. We select three representative typologies of actual reinforced concrete (RC) school buildings in Thessaloniki, Greece and we conduct a detailed fragility analysis combining field inspection and structural monitoring data to advanced numerical modeling. Building-specific fragility and vulnerability curves are derived for the three school buildings based on 3D incremental dynamic analysis (IDA) of the calibrated numerical models. The comparisons of the developed curves with generic ones showed their significant differences.
- 19 September 2022
- Published by Taylor & Francis in Journal of Earthquake Engineering
- Vol. 27 (11) , 2994-3023
Vulnerability Assessment of School Buildings: Generic Versus Building-Specific Fragility Curves
The aim of this paper is to investigate whether existing generic fragility curves for various residential building typologies can be safely applied for the vulnerability assessment of school buildings. We select three representative typologies of actual reinforced concrete (RC) school buildings in Thessaloniki, Greece and we conduct a detailed fragility analysis combining field inspection and structural monitoring data to advanced numerical modeling. Building-specific fragility and vulnerability curves are derived for the three school buildings based on 3D incremental dynamic analysis (IDA) of the calibrated numerical models. The comparisons of the developed curves with generic ones showed their significant differences.
- 11 August 2022
- Published by Elsevier in Engineering Structures
- Vol. 269
Fragility curves for existing reinforced concrete buildings, including soil–structure interaction and site amplification effects
- 11 August 2022
- Published by Elsevier in Engineering Structures
- Vol. 269
Fragility curves for existing reinforced concrete buildings, including soil–structure interaction and site amplification effects
- 28 September 2021
- Published by Springer Nature in Bulletin of Earthquake Engineering
- Vol. 19 (15) , 6423-6441
Large-scale seismic risk assessment integrating nonlinear soil behavior and soil–structure interaction effects
- 28 September 2021
- Published by Springer Nature in Bulletin of Earthquake Engineering
- Vol. 19 (15) , 6423-6441
Large-scale seismic risk assessment integrating nonlinear soil behavior and soil–structure interaction effects
- 22 June 2020
- Published by Wiley in Earthquake Spectra
- Vol. 36 (4) , 1930-1951
Fragility curve modifiers for reinforced concrete dual buildings, including nonlinear site effects and soil–structure interaction
We investigate the influence of soil–structure interaction (SSI) and nonlinear soil behavior on the seismic fragility of reinforced concrete (RC) dual (frame + shear wall) buildings resting on shallow foundations. This article includes a holistic methodology to account for nonlinear soil behavior and soil–foundation–structure interaction in a modular way. Using nonlinear dynamic analyses, we derive fragility curves for a wide set of building typologies and soil profiles, showing that soil behavior during strong shaking significantly affects the vulnerability of the soil–foundation–structure system. The influence of SSI is pronounced mostly for soft soil profiles, varying in a building‐specific way. Post‐processing of our results evolves into a set of fragility modifiers that enable risk analysts to massively account for soil‐related and/or SSI effects in large‐scale risk assessments.
- 22 June 2020
- Published by Wiley in Earthquake Spectra
- Vol. 36 (4) , 1930-1951
Fragility curve modifiers for reinforced concrete dual buildings, including nonlinear site effects and soil–structure interaction
We investigate the influence of soil–structure interaction (SSI) and nonlinear soil behavior on the seismic fragility of reinforced concrete (RC) dual (frame + shear wall) buildings resting on shallow foundations. This article includes a holistic methodology to account for nonlinear soil behavior and soil–foundation–structure interaction in a modular way. Using nonlinear dynamic analyses, we derive fragility curves for a wide set of building typologies and soil profiles, showing that soil behavior during strong shaking significantly affects the vulnerability of the soil–foundation–structure system. The influence of SSI is pronounced mostly for soft soil profiles, varying in a building‐specific way. Post‐processing of our results evolves into a set of fragility modifiers that enable risk analysts to massively account for soil‐related and/or SSI effects in large‐scale risk assessments.