Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Xenofon A. Lignos"'
Publikováno v:
Infrastructures, Vol 7, Iss 10, p 139 (2022)
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 which do not consider their response in operational conditions. This study aimed at determ
Externí odkaz:
https://doaj.org/article/a45d4d7493a34423b7e981e4b67ed31f
Publikováno v:
Journal of Structural Engineering. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::567b8069eaed8e7e63c24e3dff3e23a7
https://doi.org/10.1061/jsendh.steng-11724
https://doi.org/10.1061/jsendh.steng-11724
Publikováno v:
Soil Dynamics and Earthquake Engineering. 115:564-577
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 joints and were designed according to weak beam-strong column criteria, either by weakening t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::feb595b299617f8902278511c7e07dfb
https://doi.org/10.1016/j.soildyn.2018.08.036
https://doi.org/10.1016/j.soildyn.2018.08.036
Publikováno v:
Thin-Walled Structures. 131:668-680
An experimental and numerical investigation of the roller-bending influence on the in-plane behavior of rectangular-hollow-section steel arches is presented. Twelve circular roller-bent specimens, grouped in two sets of curvatures, were tested under
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63cb8202838098f41af9da2b4f242219
https://doi.org/10.1016/j.tws.2018.07.027
https://doi.org/10.1016/j.tws.2018.07.027
Publikováno v:
Journal of Constructional Steel Research. 184:106815
Aiming at enhancing a wind turbine tower's performance while keeping its external diameter below transportability-imposed limits, a steel-grout-steel sandwich base segment comprising a high diameter-to-thickness ratio is investigated herein, as an al
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28419dacbee34a2625a5e44b5436e825
https://doi.org/10.1016/j.jcsr.2021.106815
https://doi.org/10.1016/j.jcsr.2021.106815
Publikováno v:
ce/papers. 1:3444-3453
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::671181b9ab8635aa0958f7aacfd47ab8
https://doi.org/10.1002/cepa.399
https://doi.org/10.1002/cepa.399
Publikováno v:
Journal of Constructional Steel Research. 128:633-648
Objective of the present study is the experimental investigation and comparison of the response of continuous pipes and pipes with internal flexible joints under imposed transverse displacement, modeling seismic fault rupture. Three-point bending tes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a04aeaafaf31cb574f745aafcda213ed
https://doi.org/10.1016/j.jcsr.2016.09.026
https://doi.org/10.1016/j.jcsr.2016.09.026
Publikováno v:
Bauingenieur. 92:105-114
Die Temperatur des Stahls ändert sich während der Beanspruchung. Diese Änderung kann während der Belastung mithilfe einer Infrarotkamera aufgenommen und mit geeigneter Software nachverarbeitet werden. In dieser Arbeit wird ein Verfahren vorgestel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c271746df0b0a97ae339219475079af
https://doi.org/10.37544/0005-6650-2017-03-35
https://doi.org/10.37544/0005-6650-2017-03-35
Publikováno v:
Journal of Constructional Steel Research. 101:66-81
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 loading applied at the ends with significant eccentricities. The magnitude and direction of ecc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb801ea0f748f211b10164f20c099a62
https://doi.org/10.1016/j.jcsr.2014.04.032
https://doi.org/10.1016/j.jcsr.2014.04.032
Publikováno v:
Journal of Constructional Steel Research. 162:105733
The behaviour of cold-formed steel angle members with bolted connections under compression is usually complicated, whereas not significant number of experimental tests is found in the literature. This study offers a better insight on the issue, by co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::788632422903f6468025bd092cf2336a
https://doi.org/10.1016/j.jcsr.2019.105733
https://doi.org/10.1016/j.jcsr.2019.105733