Ioannis Vayas
Ioannis Vayas
Professor of Steel Structures, National Technical University of Athens, Greece
Η διεύθυνση ηλεκτρονικού ταχυδρομείου έχει επαληθευτεί στον τομέα central.ntua.gr
Τίτλος
Παρατίθεται από
Παρατίθεται από
Έτος
On the rotation capacity of moment connections
D Beg, E Zupančič, I Vayas
Journal of Constructional Steel Research 60 (3-5), 601-620, 2004
892004
Design of steel-concrete composite bridges to Eurocodes
I Vayas, A Iliopoulos
CRC Press, 2013
522013
Innovative energy dissipation systems (FUSEIS 1-1)—Experimental analysis
G Dougka, D Dimakogianni, I Vayas
Journal of Constructional Steel Research 96, 69-80, 2014
382014
Innovative dissipative (INERD) pin connections for seismic resistant braced frames
I Vayas, P Thanopoulos
International Journal of Steel Structures 5 (5), 453-464, 2005
362005
Two INnovations for Earthquake Resistant Design: The INERD Project.
A Plumier, C Doneux, C Castiglioni, J Brescianini, A Crespi, S Dell’Anna, ...
282006
Verification of numerical models used for the analysis of ancient temples
ME Dasiou, IN Psycharis, I Vayas
Protection of Historical Buildings: Proceedings of the International …, 2009
272009
Seismic behavior of frames with innovative energy dissipation systems (FUSEIS1-2)
D Dimakogianni, G Dougka, I Vayas
Engineering Structures 90, 83-95, 2015
242015
Experimental investigation of the seismic response of parts of ancient temples
ME Dasiou, HP Mouzakis, IN Psycharis, C Papantonopoulos, I Vayas
Prohitech conference, 21-24, 2009
212009
Stability and ductility of steel elements
I Vayas
Journal of Constructional Steel Research 44 (1-2), 23-50, 1997
191997
Analysis of the collapse of a greenhouse with vaulted roof
D Briassoulis, G Dougka, D Dimakogianni, I Vayas
Biosystems Engineering 151, 495-509, 2016
182016
Innovative seismic‐resistant steel frames (FUSEIS 1‐2)–experimental analysis
D Dimakogianni, G Dougka, I Vayas, P Karydakis
Steel Construction 5 (4), 212-221, 2012
182012
Dehnungsorientierte Formulierung der Methode der winksamen Breite
I Vayas, I Psycharis
Der Stahlbau 61 (9), 275-283, 1992
161992
Modeling of curved composite I-girder bridges using spatial systems of beam elements
T Adamakos, I Vayas, S Petridis, A Iliopoulos
Journal of Constructional Steel Research 67 (3), 462-470, 2011
152011
Earthquake protection of historical buildings by reversible mixed technologies
FM Mazzolani
Polimetrica, 2012
142012
Cyclic behavior of beam-to-column steel joints with slender web panels
I Vayas, H Pasternak, T Schween
Journal of Structural Engineering 121 (2), 240-248, 1995
141995
Seismic behavior of frames with innovative energy dissipation systems (FUSEIS 1-1)
G Dougka, D Dimakogianni, I Vayas
Earthquakes and Structures 6 (5), 561-580, 2014
122014
Dissipative devices for seismic resistant steel frames-The FUSEIS Project, Design Guide
I Vayas, P Karydakis, D Dimakogianni, G Dougka, CA Castiglioni, ...
Research Programme of the Research Fund for Coal and Steel, 2012
122012
The Pull‐Out Problem in Restoring Marble Fragments: A Design Criterion Based on Experimental Results
A Marinelli, SA Papanicolopulos, S Kourkoulis, I Vayas
Strain 45 (5), 433-444, 2009
122009
Design of steel frames with slender joint-panels
I Vayas, J Ermopoulos, H Pasternak
Journal of Constructional Steel Research 35 (2), 165-187, 1995
121995
Spatial systems for modelling steel‐concrete composite bridges—comparison of grillage systems and FE models
I Vayas, T Adamakos, A Iliopoulos
Steel Construction 3 (2), 100-111, 2010
112010
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