Search Results - "Sextos, A. G."

Inelastic spectra to predict period elongation of structures under earthquake loading by Katsanos, E. I., Sextos, A. G.

“…Summary Period lengthening, exhibited by structures when subjected to strong ground motions, constitutes an implicit proxy of structural inelasticity and…”
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Prediction of inelastic response periods of buildings based on intensity measures and analytical model parameters by Katsanos, E.I., Sextos, A.G., Elnashai, A.S.

“…•This paper investigates the elongation of the fundamental period of reinforced concrete buildings.•Its correlation with engineering demand parameters and…”
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Extension of modal pushover analysis to seismic assessment of bridges by Paraskeva, T. S., Kappos, A. J., Sextos, A. G.

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Structure-specific selection of earthquake ground motions for the reliable design and assessment of structures by Katsanos, E. I., Sextos, A. G.

“…A decision support process is presented to accommodate selecting and scaling of earthquake motions as required for the time domain analysis of structures…”
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Field Experiments for Monitoring the Dynamic Soil–Structure–Foundation Response of a Bridge-Pier Model Structure at a Test Site by Manos, G. C, Pitilakis, K. D, Sextos, A. G, Kourtides, V, Soulis, V, Thauampteh, J

“…AbstractSummary results from a series of field experiments at a test site in Greece are presented, involving an in situ instrumented bridge-pier model built on…”
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Seismically induced uplift effects on nuclear power plants. Part 1: Containment building rocking spectra by Sextos, A.G., Manolis, G.D., Athanasiou, A., Ioannidis, N.

“…•In part I of this work we explore soil-structure interaction effects and the potential development of geometrically nonlinear effects in the response of the…”
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Extension of modal pushover analysis to seismic assessment of bridges by Paraskeva, T. S., Kappos, A. J., Sextos, A. G.

“…Nonlinear static (pushover) analysis has become a popular tool during the last decade for the seismic assessment of buildings. Nevertheless, its main advantage…”
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Seismically induced uplift effects on nuclear power plants. Part 2: Demand on internal equipment by Sextos, A.G., Manolis, G.D., Ioannidis, N., Athanasiou, A.

“…•As a continuation of Part I where rocking spectra for the containment structure of a nuclear power plant under earthquake-induced vibrations were derived, the…”
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A matlab-based educational tool for the seismic design of flexibly supported RC buildings by Katsanos, E. I., Taskari, O. N., Sextos, A. G.

“…This article presents a Matlab‐based educational software developed at Aristotle University of Thessaloniki in Greece, in order to familiarize students and…”
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Computer-Aided Pre- and Post-Earthquake Assessment of Buildings Involving Database Compilation, GIS Visualization, and Mobile Data Transmission by Sextos, A. G., Kappos, A. J., Stylianidis, K. C.

“…:  The aim of this article is to present a computer‐aided comprehensive strategy for the rapid visual inspection of buildings and the optimal prioritization of…”
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Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 1: Methodology and analytical tools by Sextos, Anastasios G., Pitilakis, Kyriazis D., Kappos, Andreas J.

“…During strong ground motion it is expected that extended structures (such as bridges) are subjected to excitation that varies along their longitudinal axis in…”
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Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 2: Parametric study by Sextos, Anastasios G., Kappos, Andreas J., Pitilakis, Kyriazis D.

“…The methodology for dealing with spatial variability of ground motion, site effects and soil–structure interaction phenomena in the context of inelastic…”
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CIVIL COMP - Part 2 by Baratta, A., Barros, R.C., Citarella, R., Gentzsch, W., Kruis, J., Sextos, A.G., Stoschka, M., Iványi, P., Topping, B.H.V.

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Effect of Asynchronous Earthquake Motion on Complex Bridges. I: Methodology and Input Motion by Burdette, Nicholas J, Elnashai, Amr S, Lupoi, Alessio, Sextos, Anastasios G

“…Based on observed damage patterns from previous earthquakes and a rich history of analytical studies, asynchronous input motion has been identified as a major…”
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Effect of Foundation Type and Compliance on Seismic Response of RC Bridges by Kappos, Andreas J, Sextos, Anastasios G

“…Foundation compliance appears to be one of the key features of the lateral load response of bridges, but it has not been seen so far as a possible solution to…”
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