Search Results - "Lignos, Xenofon"

Experimental and Numerical Investigation of Cladding–Girt Systems Subjected to Blast Loading by Ioannou, Orestis, Hadjioannou, Michalis, Gantes, Charis J., Lignos, Xenofon A.

“…AbstractDuring an external detonation, blast-induced loads are initially exerted on the cladding system of a building. If properly designed, the dynamic…”
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Dynamic Assessment of the Structural Behavior of a Pedestrian Bridge Aiming to Characterize and Evaluate Its Comfort Level by El Dahr, Reina, Lignos, Xenofon, Papavieros, Spyridon, Vayas, Ioannis

“…The assessment of infrastructure integrity is considered paramount to verify its structural health and to build its resilience. In this study, a monitoring…”
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Development and Validation of a LabVIEW Automated Software System for Displacement and Dynamic Modal Parameters Analysis Purposes by El Dahr, Reina, Lignos, Xenofon, Papavieros, Spyridon, Vayas, Ioannis

“…The structural health monitoring (SHM) technique is a highly competent operative process dedicated to improving the resilience of an infrastructure by…”
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Dynamic Response Identification of a Triple-Single Bailey Bridge Based on Vehicle Traffic-Induced Vibration Analysis by Papavasileiou, Vasileios D., Gantes, Charis J., Thanopoulos, Pavlos, Lignos, Xenofon A.

“…Even though prefabricated steel Bailey bridges have been used for more than 80 years, limited studies of their structural features have been conducted, most of…”
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Experimental and numerical investigation of eccentrically loaded laced built-up steel columns by Kalochairetis, Konstantinos E., Gantes, Charis J., Lignos, Xenofon A.

“…The objective of the present study is the experimental and numerical investigation of the in-plane response of scaled Z-laced built-up columns under axial…”
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Experimental and numerical investigation of steel-grout-steel sandwich shells for wind turbine towers by Vernardos, Stelios M., Gantes, Charis J., Badogiannis, Efstratios G., Lignos, Xenofon A.

“…Aiming at enhancing a wind turbine tower's performance while keeping its external diameter below transportability-imposed limits, a steel-grout-steel sandwich…”
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Moment-resisting-frames under cyclic loading: Large scale tests and validation of plasticity and damage numerical models by Avgerinou, Stella, Lignos, Xenofon, Thanopoulos, Pavlos, Spiliopoulos, Andreas, Vayas, Ioannis

“…Large scale cyclic tests on two-story Moment Resisting Frames (MRF) were conducted in the Laboratory of Steel Structures of NTUA. The test frames had welded…”
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Investigation on single-bolted cold-formed steel angles with geometric imperfections under compression by Fasoulakis, Zacharias C., Lignos, Xenofon A., Avraam, Tassos P., Katsatsidis, Stelios P.

“…The behaviour of cold-formed steel angle members with bolted connections under compression is usually complicated, whereas not significant number of…”
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Experimental investigation of pipes with flexible joints under fault rupture by Melissianos, Vasileios E., Lignos, Xenofon A., Bachas, Konstantinos K., Gantes, Charis J.

“…Objective of the present study is the experimental investigation and comparison of the response of continuous pipes and pipes with internal flexible joints…”
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Influence of roller-bending on RHS steel arches: Experimental and numerical investigation by Thanasoulas, Ilias D., Douthe, Cyril E., Gantes, Charis J., Lignos, Xenofon A.

“…An experimental and numerical investigation of the roller-bending influence on the in-plane behavior of rectangular-hollow-section steel arches is presented…”
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Experimental and numerical investigation of the influence of roller bending in rectangular hollow section steel arches by Thanasoulas, Ilias D., Douthe, Cyril, Gantes, Charis J, Lignos, Xenofon A.

“…An experimental and numerical investigation of the roller-bending influence on the in-plane behavior of rectangular-hollow-section steel arches is presented…”
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I.11.61: Full scale tests on moment‐resistant‐frames under cyclic loading by Avgerinou, Stella, Lignos, Xenofon, Thanopoulos, Pavlos, Vayas, Ioannis

“…ABSTRACT Three large scale tests on two‐story Moment Resistant Frames (MRF) under cyclic loading were conducted in the Laboratory of Steel Structures of NTUA…”
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A contribution to the nonlinear stability analysis of multiple parameter systems by Lignos, Xenofon A

“…The prebuckling, critical and postbuckling response of five different kinds of models is thoroughly discussed. These models are subjected to simultaneously…”
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