George A. Papagiannopoulos

Associate Professor

Hellenic Open University

Greece

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About

George A. Papagiannopoulos is an Associate Professor at the Hellenic Open University in Greece. His research primarily focuses on seismic assessment and performance, particularly in relation to masonry structures, steel–concrete composites, and hybrid concrete/steel systems. His recent publications explore the effects of soil–structure interaction, innovative dampers, and the seismic response of various structural configurations.

Articles (22)

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2025

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2020

Collaborators (5)

FOTINI KONSTANTAKOPOULOU

Hellenic Open University

GREECE

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Nikos Pnevmatikos

Professor

University of West Attica

GREECE

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Georgios Papavasileiou

Principal Lecturer - Subject Group Leader for 'Energy, Infrastructure and Environment'

Sheffield Hallam University

UNITED KINGDOM

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Panagiota Katsimpini

Adjunct Assisant Professor

UNIVERSITY OF PELOPONNESE

GREECE

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Nicos Kalapodis

Adjunct Lecturer

UNIVERSITY OF PELOPONNESE

GREECE

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George A. Papagiannopoulos

Research Interests

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About

Articles (22)

Seismic Assessment and Strengthening of a Load-Bearing Masonry Structure Considering SSI Effects

An In-Depth Analysis of the Seismic Performance Characteristics of Steel–Concrete Composite Structures

Effect of Viscous Dampers with Variable Capacity on the Response of Steel Buildings

A Thorough Examination of Innovative Supplementary Dampers Aimed at Enhancing the Seismic Behavior of Structural Systems

The multi-degree-of-freedom response spectrum in earthquake engineering

On the modal damping ratios of mixed reinforced concrete – steel buildings

Seismic Upgrade of an Existing Reinforced Concrete Building Using Steel Plate Shear Walls (SPSW)

Nonlinear Analysis of Bridges Considering Soil–Structure Interaction and Travelling Wave Effects Under Combined Train and Near-Fault Seismic Loads

Research on the Seismic Response of Hybrid Concrete/Steel Structures Equipped with the Seesaw System

A Simple Method to Evaluate the Bearing Capacity of Concrete-Filled Steel Tubes with Rectangular and Circular Sections: Beams, Columns, and Beam–Columns

Seismic Response of a Cable-Stayed Bridge with Concrete-Filled Steel Tube (CFST) Pylons Equipped with the Seesaw System

Effectiveness of the Seesaw System as a Means of Seismic Upgrading in Older, Non-Ductile Reinforced Concrete Buildings

The Non-Linear Behavior of Mixed Reinforced Concrete–Steel Frames under Strong Earthquakes

Integration of peak seismic floor velocities and accelerations into the performance-based design of steel structures

Seismic Behavior of a Class of Mixed Reinforced Concrete-Steel Buildings Subjected to Near-Fault Motions

Seismic Design of Offshore Structures under Simplified Pulse-Like Earthquakes

The Effect of Long Duration Earthquakes on the Overall Seismic Behavior of Steel Structures Designed According to Eurocode 8 Provisions

Seismic Performance of Steel Structure-Foundation Systems Designed According to Eurocode 8 Provisions: The Case of Near-Fault Seismic Motions

Influence of Earthquake Rotational Components on the Seismic Safety of Steel Structures

Deformation dependent equivalent modal damping ratios for the performance-based seismic design of plane R/C structures

On the use of interstorey velocity for the seismic retrofit of steel frames with viscous dampers

Seismic analysis of offshore platforms subjected to pulse-type ground motions compatible with European Standards

Collaborators (5)

FOTINI KONSTANTAKOPOULOU

Nikos Pnevmatikos

Georgios Papavasileiou

Panagiota Katsimpini

Nicos Kalapodis

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