Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Theocharis Papatheocharis"'
Publikováno v:
ce/papers. 1:2414-2423
The work presented in this paper is part of an extensive European research project on horizontal seismic links subjected to strong full-reversing cyclic loading. Both experimental testing and numerical simulations were conducted. The link specimens w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9714bee56870a0429aacbb622c7dc433
https://doi.org/10.1002/cepa.289
https://doi.org/10.1002/cepa.289
Publikováno v:
Journal of Structural Engineering. 145
The experimental results of a research program on the response of 1/3-scale reinforced concrete infilled frames are presented and evaluated. The main objective was to assess the seismic per...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::217a981018e8a27e75e84b559034e9e4
https://doi.org/10.1061/(asce)st.1943-541x.0002425
https://doi.org/10.1061/(asce)st.1943-541x.0002425
Publikováno v:
Volume 4: Materials Technology.
The paper is part of the European research program JABACO (2015–2018), on the optimization of design and construction of offshore jacket platforms for supporting large wind turbines (5–10 MW) in water depths ranging from 30m to 80m. In particular
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a2c84bb474451c9100245429826501fb
https://doi.org/10.1115/omae2019-95812
https://doi.org/10.1115/omae2019-95812
Autor:
A. D. Zervaki, Spyros A. Karamanos, Gregory C. Sarvanis, Theocharis Papatheocharis, Philip C. Perdikaris
Publikováno v:
Marine Structures. 74:102809
High-cycle fatigue experiments are performed on welded tubular steel X-joints, with braces and chord of equal diameter. They are scaled-down joints, used extensively in offshore wind platforms. Three different welding procedures are considered in spe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::18078fec64fdc9247393467ec6a59c28
https://doi.org/10.1016/j.marstruc.2020.102809
https://doi.org/10.1016/j.marstruc.2020.102809
Publikováno v:
Marine Structures. 71:102701
The present work is motivated by the increasing need for cost-efficient solutions in offshore structural systems for wind energy production and for improvement of their structural performance. The structural behavior and design of high-strength steel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8741ac2b3e5b8d0e57a8b582ed604c75
https://doi.org/10.1016/j.marstruc.2019.102701
https://doi.org/10.1016/j.marstruc.2019.102701
Publikováno v:
Journal of Offshore Mechanics and Arctic Engineering. 141
The presence of dents on steel pipeline wall may constitute a threat for pipeline structural safety. Experimental testing results supported by numerical simulations are reported, in an attempt to assess the structural integrity of smoothly dented (no
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f8f1d39b1355c2b297b21ddd0561d52
https://doi.org/10.1115/1.4040835
https://doi.org/10.1115/1.4040835
Publikováno v:
Volume 5B: Pipeline and Riser Technology.
Local distortions on steel pipeline wall in the form of buckles may constitute a threat for the structural integrity of the steel pipeline. In the present paper, experimental research supported by numerical simulation is reported to investigate the s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::792aea9a1564942115f39f575d192d1b
https://doi.org/10.1115/omae2015-41386
https://doi.org/10.1115/omae2015-41386
Publikováno v:
Journal of Structural Engineering. 140
The work presented in this paper aimed to evaluate the diagonal strut model for the design of reinforced concrete (RC) infilled frames, already broadly used as a design tool in the case of masonry infilled RC frames. The assumptions on which the stru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c2cce56d721c19e7c5ba40cb15028eb1
https://doi.org/10.1061/(asce)st.1943-541x.0001042
https://doi.org/10.1061/(asce)st.1943-541x.0001042
Autor:
George E. Varelis, Philip C. Perdikaris, Kalliopi Diamanti, Spyros A. Karamanos, Theocharis Papatheocharis
Publikováno v:
Volume 8: Seismic Engineering.
The behavior of steel pipe junctions (Tees) subjected to strong loading in the presence of internal pressure is examined in the present study. The analysis is based on a set of monotonic and cyclic out-of plane bending tests under constant and increa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97611dc1c2bde42590c6a9a170c526ad
https://doi.org/10.1115/pvp2014-28846
https://doi.org/10.1115/pvp2014-28846
Publikováno v:
Tubular Structures XIV
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::140fb4e31b9973a93549cd0d22bbe617
https://doi.org/10.1201/b13139-31
https://doi.org/10.1201/b13139-31
