Παρακολούθηση
Triantafyllos K. Makarios
Triantafyllos K. Makarios
Άλλα ονόματαT.K. Makarios, Makarios TK
Professor, School of Civil Engineering, Aristotle University of Thessaloniki, Greece
Η διεύθυνση ηλεκτρονικού ταχυδρομείου έχει επαληθευτεί στον τομέα civil.auth.gr - Αρχική σελίδα
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Παρατίθεται από
Παρατίθεται από
Έτος
Seismic fragility curves for greek bridges: methodology and case studies
IF Moschonas, AJ Kappos, P Panetsos, V Papadopoulos, T Makarios, ...
Bulletin of Earthquake Engineering 7, 439-468, 2009
1542009
Real and fictitious elastic axes of multi‐storey buildings: theory
T Makarios, K Anastassiadis
The Structural Design of Tall Buildings 7 (1), 33-55, 1998
901998
Seismic response of structures and infrastructure facilities during the Lefkada, Greece earthquake of 14/8/2003
C Karakostas, V Lekidis, T Makarios, T Salonikios, I Sous, ...
Engineering Structures 27 (2), 213-227, 2005
742005
Seismic response of traditional buildings of Lefkas Island, Greece
T Makarios, M Demosthenous
Engineering structures 28 (2), 264-278, 2006
732006
Real and fictitious elastic axes of multi‐storey buildings: applications
T Makarios, K Anastassiadis
The Structural design of tall buildings 7 (1), 57-71, 1998
671998
Equivalent static eccentricities in the simplified methods of seismic analysis of buildings
K Anastassiadis, A Athanatopoulou, T Makarios
Earthquake Spectra 14 (1), 1-34, 1998
461998
Approximate seismic analysis of multi-story buildings with mass and stiffness irregularities
G Georgoussis, A Tsompanos, T Makarios
Procedia engineering 125, 959-966, 2015
442015
Practical calculation of the torsional stiffness radius of multistorey tall buildings
T Makarios
The Structural Design of Tall and Special Buildings 17 (1), 39-65, 2008
422008
Optimum definition of equivalent non-linear SDF system in pushover procedure of multistory r/c frames
TK Makarios
Engineering Structures 27 (5), 814-825, 2005
412005
Earthquake analysis of isotropic asymmetric multistory buildings
AM Athanatopoulou, T Makarios, K Anastassiadis
The Structural Design of Tall and Special Buildings 15 (4), 417-443, 2006
302006
Preliminary Observations on the August 14, 2003, Lefkada Island (Western Greece) Earthquake
B Margaris, C Papaioannou, N Theodulidis, A Savaidis, A Anastasiadis, ...
Research paper, Special Earthquake Report 1 (https://www.eeri.org/lfe/pdf …, 2003
26*2003
Equivalent non‐linear single‐degree‐of‐freedom system of spatial asymmetric multi‐storey buildings in pushover procedure: theory and applications
TK Makarios
The Structural Design of Tall and Special Buildings 18 (7), 729-763, 2009
232009
Identification of the mode shapes of spatial tall multi‐storey buildings due to earthquakes: the new ‘modal time‐histories’ method
TK Makarios
The Structural Design of Tall and Special Buildings 21 (9), 621-641, 2012
212012
Numerical verification of properties of the fictitious elastic axis in asymmetric multistorey buildings
T Makarios, AM Athanatopoulou, H Xenidis
The Structural Design of Tall and Special Buildings 15 (3), 249-276, 2006
192006
Wind energy structures: modal analysis by the continuous model approach
TK Makarios, CC Baniotopoulos
Journal of Vibration and Control 20 (3), 395-405, 2014
182014
Optimum torsion axis to multistorey buildings by using the continuous model of the structure
TK Makarios
The Structural Design of Tall and Special Buildings 14 (1), 69-90, 2005
182005
Dynamic eccentricities and the “capable near collapse centre of stiffness” of reinforced concrete single-storey buildings in pushover analysis
AP Bakalis, TK Makarios
Engineering Structures 166, 62-78, 2018
172018
Preliminary report on the principal seismological and engineering aspects of the Mw 6: 5 Achaia-Ilia (Greece) earthquake on 8 June 2008, GEER Association Report No. GEER-013
B Margaris, C Papaioannou, N Theodoulidis, A Savvaidis, N Klimis, ...
Web report, 2008
16*2008
Seismic enforced-displacement pushover procedure on multistorey R/C buildings
AP Bakalis, TK Makarios
Engineering Structures 229, 111631, 2021
152021
Identification of building dynamic characteristics by using the modal response acceleration time-histories in the seismic excitation and the wind dynamic loading cases.
T Makarios
Accelerometers; Principles, Structure and Applications”,, 305-305, 2013
152013
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