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Αποτελέσματα 1-18 από 18

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    • Thumbnail

      Bulk-loading and bulk-insertion algorithms for xBR +-trees in Solid State Drives 

      Roumelis G., Fevgas A., Vassilakopoulos M., Corral A., Bozanis P., Manolopoulos Y. (2019)
      Spatial indexes are important in spatial databases for efficient execution of queries involving spatial constraints. The xBR +-tree is a balanced, disk-resident, Quadtree-based index for point data, which is very efficient ...
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      Bulk-loading xBR+-trees 

      Roumelis G., Vassilakopoulos M., Corral A., Manolopoulos Y. (2016)
      Spatial indexes are important in spatial databases for efficient execution of queries involving spatial constraints. The xBR+-tree is a balanced disk-resident quadtree-based index structure for point data, which is very ...
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      Contribution to the design methodologies of piled raft foundations under combined loadings 

      Comodromos E.M., Papadopoulou M.C., Laloui L. (2016)
      Although simplified design methods for piled raft foundations have been proposed to allow for the group effect and soil-pile-raft interaction, most of them are concentrated on one type of loading, rendering the applicability ...
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      Dependence of friction coefficient on the resolution of asperities in metallic rough surfaces under cyclic loading 

      Panagouli O.K., Mastrodimou K. (2017)
      In this paper the friction mechanism that is developed between metallic rough interfaces with irregularities of different scales, submitted to cyclic loading is studied. The main purpose of the paper is to investigate how ...
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      An efficient algorithm for bulk-loading xBR+-trees 

      Roumelis G., Vassilakopoulos M., Corral A., Manolopoulos Y. (2018)
      A major part of the interface to a database is made up of the queries that can be addressed to this database and answered (processed) in an efficient way, contributing to the quality of the developed software. Efficiently ...
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      Fatigue failure of buckled pipelines 

      Gresnigt, A. M.; Karamanos, S. A.; Giakoumatos, E.; Dijkstra, O. D.; Kreber, J. (2004)
      Quite often, steel buried pipelines exhibit local buckles due to imposed deformations, which may cause failure because of fatigue from repeated loading. When such buckles are detected in a steel pipeline, a decision must ...
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      Fatigue reliability predictions in vibrating structures under uncertainty 

      Perros, K.; Papadimitriou, C.; Sobczyk, K. (2008)
      This work addresses the problem of predicting the reliability due to fatigue of MDOF structures subjected to uncertain random loading. Uncertainties in loading characteristics as well as in structural and degradation models ...
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      Finite element analysis of cyclically-loaded steel pipes during deep water reeling installation 

      Chatzopoulou G., Karamanos S.A., Varelis G.E. (2015)
      Thick-walled steel pipes during their installation in deepwater are subjected to combined loading of external pressure and bending, which may trigger structural instability due to excessive pipe ovalization with catastrophic ...
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      Numerical Evaluation of Pile Response Under Combined Lateral and Axial Loading 

      Zormpa T.E., Comodromos E.M. (2018)
      Piled foundations are frequently subjected to simultaneous axial and lateral loadings. However, the interaction effects of the one loading on the other are, in most cases, disregarded for the sake of simplicity. With the ...
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      Numerical modelling of steel pipelines subjected to severe monotonic and cyclic straining 

      Coppola, T.; Fonzo, A.; Campanelli, F.; Varelis, G. E.; Chatzopoulou, G.; Karamanos, S. A. (2014)
      Offshore and onshore pipelines may experience extreme loading conditions during their installation and operation, both of monotonic and cyclic nature. Loading actions such as pipeline lateral displacements, tensioning, or ...
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      On the adequacy of existing foundation schemes for offshore wind turbines subjected to extreme loading 

      Kourkoulis R., Gelagoti F., Georgiou I., Karamanos S., Gazetas G. (2017)
      Dictated by the world's escalating energy demands, offshore infrastructure is moving beyond the immediate continental shelf into deeper waters. Although the monopile solution has proven its reliability for many years, its ...
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      Reduced service life of concrete sleepers due to inadequate design 

      Giannakos, K. (2010)
      During the 1980's, the twin-block concrete sleepers/ties -designed and laid in railway lines with maximum operational speed of 200 km/h in France- which were laid on a track with maximum operational speed of 140 km/h in ...
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      Response of pile groups in clays under lateral loading based on 3-D numerical experiments 

      Comodromos, E. M.; Papadopoulou, M. C.; Rentzeperis, I. K. (2010)
      The response of laterally loaded pile foundations may be significantly important in the design of structures for such loads. Although simplified numerical methods are reliable for evaluating the response of a single pile ...
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      Simulation of industrial elbow response under strong cyclic loading 

      Varelis, G. E.; Pappa, P.; Karamanos, S. A. (2011)
      Elbow components are widely used in industrial facilities as parts of piping/tubing systems. Their performance under severe loading conditions may be critical for the structural integrity of an industrial facility In the ...
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      Strength and stability of High-Strength Steel tubular beam-columns 

      Pournara, A. E.; Karamanos, S. A.; Ferino, J.; Lucci, A. (2012)
      In this study, the structural behavior of high-strength steel tubular CHS seamless structural members under combined loading of axial compression and bending is examined. The work is mainly numerical supported by a series ...
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      Structural performance of TS590 high-strength steel welded tubular joints under extreme bending loading 

      Varelis, G. E.; Karamanos, S. A.; Papatheocharis, T.; Perdikaris, P. C. (2012)
      The present work examines the behavior of welded tubular connections made of high-strength steel and subjected to extreme loading conditions focusing on their low-cycle fatigue performance and highlighting the benefits of ...
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      Structural response of steel lined pipes under cyclic bending 

      Gavriilidis I., Karamanos S.A. (2022)
      Motivated by reeling installation of mechanically-lined offshore steel pipes, the present paper investigates the structural performance of a bi-material lined pipe under cyclic bending, using advanced finite element tools. ...
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      Transient loads/ actions on railway track: The case of a deformed, bent joint or welding 

      Giannakos, K. (2014)
      The railway track is modeled as a continuous beam on elastic support. Train circulation is a random dynamic phenomenon and, according to the different frequencies of the loads it im-poses, there exists the corresponding ...
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