George Mylonakis
George Mylonakis
Professor, University of Bristol; Adjunct Professor, Khalifa University & UCLA
Bestätigte E-Mail-Adresse bei bristol.ac.uk
Titel
Zitiert von
Zitiert von
Jahr
Seismic soil-structure interaction: beneficial or detrimental?
G Mylonakis, G Gazetas
Journal of earthquake engineering 4 (3), 277-301, 2000
7022000
Footings under seismic loading: Analysis and design issues with emphasis on bridge foundations
G Mylonakis, S Nikolaou, G Gazetas
Soil Dynamics and Earthquake Engineering 26 (9), 824-853, 2006
3842006
Seismic Soil-Structure Interaction: New Evidence and Emerging Issues
G Gazetas, G Mylonakis
Geotechnical Earthquake Engineering and Soil Dynamics III 2 (75), 1119-1174, 1998
3611998
Soil–pile–bridge seismic interaction: kinematic and inertial effects. Part I: soft soil
G Mylonakis, A Nikolaou, G Gazetas
Earthquake engineering & structural dynamics 26 (3), 337-359, 1997
2851997
Settlement and additional internal forces of grouped piles in layered soil
G Mylonakis, G Gazetas
Geotechnique 48 (1), 55-72, 1998
2761998
Kinematic pile bending during earthquakes: analysis and field measurements
S Nikolaou, G Mylonakis, G Gazetas, T Tazoh
Geotechnique 51 (5), 425-440, 2001
2642001
An alternative to the Mononobe–Okabe equations for seismic earth pressures
G Mylonakis, P Kloukinas, C Papantonopoulos
Soil Dynamics and Earthquake Engineering 27 (10), 957-969, 2007
1652007
Simplified model for seismic pile bending at soil layer interfaces
G Mylonakis
Soils and foundations 41 (4), 47-58, 2001
1502001
Lateral vibration and internal forces of grouped piles in layered soil
G Mylonakis, G Gazetas
Journal of Geotechnical and Geoenvironmental Engineering 125 (1), 16-25, 1999
1431999
The role of soil in the collapse of 18 piers of Hanshin Expressway in the Kobe earthquake
G Mylonakis, C Syngros, G Gazetas, T Tazoh
Earthquake engineering & structural dynamics 35 (5), 547-575, 2006
1252006
Winkler modulus for axially loaded piles
G Mylonakis
Geotechnique 51 (5), 455-461, 2001
942001
Contributions to static and seismic analysis of piles and pile-supported bridge piers
G Mylonakis
State University of New York at Buffalo, 1995
891995
1D harmonic response of layered inhomogeneous soil: Analytical investigation
EN Rovithis, H Parashakis, GE Mylonakis
Soil Dynamics and Earthquake Engineering 31 (7), 879-890, 2011
792011
Elastodynamic model for large-diameter end-bearing shafts
G Mylonakis
Soils and foundations 41 (3), 31-44, 2001
782001
Rocking response and overturning criteria for free standing rigid blocks to single—lobe pulses
E Voyagaki, IN Psycharis, G Mylonakis
Soil Dynamics and Earthquake Engineering 46, 85-95, 2013
732013
Transient kinematic pile bending in two-layer soil
S Sica, G Mylonakis, AL Simonelli
Soil Dynamics and Earthquake Engineering 31 (7), 891-905, 2011
672011
Seismic analysis of coupled soil-pile-structure systems leading to the definition of a pseudo-natural SSI frequency
EN Rovithis, KD Pitilakis, GE Mylonakis
Soil Dynamics and Earthquake Engineering 29 (6), 1005-1015, 2009
662009
Simplified discrete systems for dynamic analysis of structures on footings and piles
A Maravas, G Mylonakis, DL Karabalis
Soil Dynamics and Earthquake Engineering 61, 29-39, 2014
632014
Soil-structure interaction for building structures
JPSPD NEHRP Consultants Joint Venture
National Institute of Standards and Technology, Gaithersburg, MD, 2012
63*2012
Soil-structure interaction for building structures
JPSPD NEHRP Consultants Joint Venture
National Institute of Standards and Technology, Gaithersburg, MD, 2012
63*2012
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