Nikos Gerolymos

发表

Combined loading of caisson foundations in cohesive soil: Finite element versus Winkler modeling

Konstantinos Karapiperis, Nikos Gerolymos, K. Karapiperis, 2014 .

Seismic Response of Inelastic Pile Foundations: A New Performance Based Design Philosophy

George Gazetas, Nikos Gerolymos, Vassilis Drosos, 2010 .

Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities

George Gazetas, Nikos Gerolymos, G. Gazetas, 2006 .

Pushover and Seismic Response of Foundations on Stiff Clay: Analysis with P-Delta Effects

Nikos Gerolymos, George Gazetas, Andriani I. Panagiotidou, 2012 .

Simplified approach for design of raft foundations against fault rupture. Part II: soil-structure interaction

I. Anastasopoulos, George Gazetas, Nikos Gerolymos, 2008 .

A NEW SEISMIC DESIGN METHOD FOR DEEPLY EMBEDDED FOUNDATIONS ACCOUNTING FOR SSI EFFECTS

Nikos Gerolymos, Athanasios Zafeirakos, N. Gerolymos, 2015 .

Soil failure can be used for seismic protection of structures

Marianna Loli, Ioannis Anastasopoulos, George Gazetas, 2010 .

Generalized failure envelope for caisson foundations in cohesive soil: Static and dynamic loading

Konstantinos Karapiperis, Nikos Gerolymos, Athanasios Zafeirakos, 2015 .

Evidence of beneficial role of inclined piles: observations and summary of numerical analyses

Ioannis Anastasopoulos, George Gazetas, Nikos Gerolymos, 2008 .

Constitutive modelling of sand: a progressive calibration procedure accounting for intrinsic and stress-induced anisotropy

Nikos Gerolymos, Panagiota Tasiopoulou, 2016 .

Neural network analysis of overturning response under near-fault type excitation

George Gazetas, Nikos Gerolymos, Marios Apostolou, 2005 .

FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS AND SYMPOSIUM IN HONOR OF PROFESSOR I. M. IDRISS

Ikuo Towhata, Ross W. Boulanger, Jonathan D. Bray, 2010 .

SOME NEW THOUGHTS ON THE PERFORMANCE- BASED DESIGN OF CAISSON SUPPORTED BRIDGES

George Gazetas, Nikos Gerolymos, Athanasios Zafeirakos, 2011 .

Opening ceremony shaft for the Athens 2004 Olympic Games

I. Anastasopoulos, George Gazetas, Nikos Gerolymos, 2007 .

PHENOMENOLOGICAL MODEL APPLIED TO INELASTIC RESPONSE OF SOIL-PILE INTERACTION SYSTEMS

Nikos Gerolymos, George Gazetas, G. Gazetas, 2005 .

SEISMIC EFFECTIVE STRESS ANALYSIS OF QUAY WALL IN LIQUEFIABLE SOIL: THE CASE HISTORY OF KOBE

Nikos Gerolymos, Christos Souliotis, 2016 .

INSIGHT TO FAILURE MECHANISMS OF CAISSON FOUNDATIONS UNDER COMBINED LOADING: A MACRO-ELEMENT APPROACH

Nikos Gerolymos, Athanasios Zafeirakos, Christos Souliotis, 2012 .

Constitutive modeling for sand with emphasis on the evolution of bounding and phase transformation lines

Nikos Gerolymos, Panagiota Tasiopoulou, 2014 .

Static and dynamic response of massive caisson foundations with soil and interface nonlinearities—validation and results

George Gazetas, Nikos Gerolymos, G. Gazetas, 2006 .

Pile-Group Response to Large Soil Displacements and Liquefaction: Centrifuge Experiments versus a Physically Simplified Analysis

George Gazetas, T. Tazoh, Nikos Gerolymos, 2013 .

Constitutive model for soil amplification of ground shaking: Parameter calibration, comparisons, validation

Nikos Gerolymos, George Gazetas, Vasileios Drosos, 2012 .

Incremental dynamic analysis of caisson-pier interaction

Nikos Gerolymos, Vasileios Drosos, A Zafeirakos, 2013 .

DEVELOPMENT OF A MODIFIED ELASTOPLASTICITY MODEL FOR SAND

Nikos Gerolymos, Panagiota Tasiopoulou, 2012 .

Nonlinear Response of Deep Immersed Tunnel to Strong Seismic Shaking

Ioannis Anastasopoulos, George Gazetas, Nikos Gerolymos, 2007 .

Seismic response of bridge pier on rigid caisson foundation in soil stratum

George Gazetas, Nikos Gerolymos, Dominic Assimaki, 2008 .

Simplified approach for design of raft foundations against fault rupture. Part I: free-field

I. Anastasopoulos, George Gazetas, Nikos Gerolymos, 2008 .

Generalised failure envelope for laterally loaded piles: analytical formulation, numerical verification and experimental validation

Nikos Gerolymos, Vasileios Drosos, Spyros Giannakos, 2020 .

Seismic response of single-column bent on pile: evidence of beneficial role of pile and soil inelasticity

George Gazetas, Nikos Gerolymos, Vasileios Drosos, 2009 .

Numerical modeling of centrifuge cyclic lateral pile load experiments

Sandra Escoffier, Jacques Garnier, Nikos Gerolymos, 2009 .

Seismic soil–pile–structure kinematic and inertial interaction—A new beam approach

Evangelos J. Sapountzakis, Nikos Gerolymos, A. E. Kampitsis, 2013 .

Bearing strength surface for bridge caisson foundations in frictional soil under combined loading

Nikos Gerolymos, Athanasios Zafeirakos, N. Gerolymos, 2016 .

Winkler model for lateral response of rigid caisson foundations in linear soil

George Gazetas, Nikos Gerolymos, G. Gazetas, 2006 .

Towards a seismic capacity design of caisson foundations supporting bridge piers

Nikos Gerolymos, Athanasios Zafeirakos, N. Gerolymos, 2014 .

A wave propagation algorithm for nonlinear site response analysis of layered soil accounting for liquefaction

Nikos Gerolymos, M. Anthi, N. Gerolymos, 2021 .

CONSTITUTIVE MODEL FOR 1-D CYCLIC SOIL BEHAVIOUR APPLIED TO SEISMIC ANALYSIS OF LAYERED DEPOSITS

George Gazetas, Nikos Gerolymos, G. Gazetas, 2005 .

A model for grain-crushing-induced landslides—Application to Nikawa, Kobe 1995

George Gazetas, Nikos Gerolymos, G. Gazetas, 2007 .

Constitutive modeling of sand: Formulation of a new plasticity approach

Nikos Gerolymos, Panagiota Tasiopoulou, P. Tasiopoulou, 2016 .

Numerical modeling of seismic triggering, evolution, and deposition of rapid landslides: Application to Higashi–Takezawa (2004)

Nikos Gerolymos, N. Gerolymos, 2009 .

Seismic behaviour of flexible retaining systems subjected to short-duration moderately strong excitation

Ioannis Anastasopoulos, George Gazetas, Prodromos N. Psarropoulos, 2004 .

Response of three Athens metro underground structures in the 1999 Parnitha earthquake

Ioannis Anastasopoulos, George Gazetas, Nikos Gerolymos, 2005 .

A THERMO-PORO-VISCO-PLASTIC SHEAR BAND MODEL FOR SEISMIC TRIGGERING AND EVOLUTION OF CATASTROPHIC LANDSLIDES

George Gazetas, Nikos Gerolymos, Ioannis Vardoulakis, 2007 .

On the seismic response of under-designed caisson foundations

Nikos Gerolymos, Athanasios Zafeirakos, N. Gerolymos, 2013, Bulletin of Earthquake Engineering.

Pushover and Inelastic-Seismic Response of Shallow Foundations Supporting a Slender Structure

George Gazetas, Nikos Gerolymos, Andriani I. Panagiotidou, 2010 .

The Collapse of the Hanshin Expressway (Fukae) Bridge, Kobe 1995: Soil-Foundation-Structure Interaction, Reconstruction, Seismic Isolation

Ioannis Anastasopoulos, George Gazetas, Nikos Gerolymos, 2006 .

Seismic Behavior of Batter Piles: Elastic Response

Ioannis Anastasopoulos, George Gazetas, T. Tazoh, 2010 .

Cyclic lateral response of piles in dry sand: Finite element modeling and validation

George Gazetas, Nikos Gerolymos, Spyros Giannakos, 2012 .