Zobrazeno 1 - 10
of 44
pro vyhledávání: '"G. Pnevmatikos"'
Publikováno v:
Fracture and Structural Integrity, Vol 11, Iss 40, Pp 129-136 (2017)
An alternative design philosophy, for structures equipped with control devices, capable to resist an expected earthquake while remaining in the elastic range, is described. The idea is that a portion of the earthquake loading is under¬taken by the c
Externí odkaz:
https://doaj.org/article/1f98e77622a9405f8db64c5ca670f55e
Autor:
Georgios S. Papavasileiou, Nikos G. Pnevmatikos, Pantelis Broukos, Foteini Konstandakopoulou, George A. Papagiannopoulos
Publikováno v:
ce/papers. 4:1887-1892
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e7aa180449e3c3b12180554b3f873cf
https://doi.org/10.1002/cepa.1500
https://doi.org/10.1002/cepa.1500
Autor:
George D. Hatzigeorgiou, George A. Papagiannopoulos, Foteini Konstandakopoulou, Nikos G. Pnevmatikos, Panagiota S. Katsimpini
Publikováno v:
Vibration, Vol 3, Iss 29, Pp 464-477 (2020)
Vibration
Volume 3
Issue 4
Pages 29-477
Vibration
Volume 3
Issue 4
Pages 29-477
Premature and simultaneous buckling of several steel braces in steel structures due to the prolonged duration of a seismic motion is one of the issues that must be addressed in the next version of Eurocode 8. In an effort to contribute towards the im
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::57f542f44a7822077582c33072c8c4b7
https://doi.org/10.3390/vibration3040029
https://doi.org/10.3390/vibration3040029
Autor:
Fotini D. Konstandakopoulou, Georgios S. Papavasileiou, Nikos G. Pnevmatikos, George A. Papagiannopoulos
Publikováno v:
Materials Science Forum. 968:294-300
This work is about the influence of rotational component of earthquake excitation to the response of high steel slender frames. In most of studies seismic input is being represented by translational only component of ground accelerations while the ro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdfb1e8e6c737f412251059f144f5820
https://doi.org/10.4028/www.scientific.net/msf.968.294
https://doi.org/10.4028/www.scientific.net/msf.968.294
Publikováno v:
Steel Construction. 13:52-60
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce8724f17f471927bcde25eac1e5abeb
https://doi.org/10.1002/stco.201800028
https://doi.org/10.1002/stco.201800028
Autor:
Foteini Konstandakopoulou, Panagiota S. Katsimpini, George D. Hatzigeorgiou, George A. Papagiannopoulos, Nikos G. Pnevmatikos
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::408732ec5f56eb9f53b8328175c38a48
https://doi.org/10.5592/co/1crocee.2021.230
https://doi.org/10.5592/co/1crocee.2021.230
Autor:
George A. Papagiannopoulos, Nikos G. Pnevmatikos, Foteini Konstandakopoulou, George D. Hatzigeorgiou, Ioannis E. Nikolaou, Konstantinos Evangelinos
Publikováno v:
CivilEng
Volume 1
Issue 3
Pages 20-325
Volume 1
Issue 3
Pages 20-325
Oil and gas offshore structures are essential infrastructures which are subjected to several categories of environmental loads such as wave and wind actions. These loads commonly designate the structural design of offshore platforms. Additionally, se
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2436cf5efcefe78ac575ec313fe72668
Publikováno v:
Infrastructures
Volume 5
Issue 6
Infrastructures, Vol 5, Iss 46, p 46 (2020)
Volume 5
Issue 6
Infrastructures, Vol 5, Iss 46, p 46 (2020)
Reinforced concrete retaining walls are concrete structures that are built to retain natural soil or fill earth. This study examines the lower cost-optimized design of retaining walls. Recently, a large number of modern optimization techniques were p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::17140edc06606ceaa839e3f662613fb2
Publikováno v:
Soil Dynamics and Earthquake Engineering. 116:709-713
Use of appropriate fragility curves for structures is an essential and basic tool for earthquake loss estimation. Fragility curves for frames made only of concrete or only of steel members are already available in the literature. In this paper, fragi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35a7c751bf8325fec32dcd94e0fb31fc
https://doi.org/10.1016/j.soildyn.2018.09.037
https://doi.org/10.1016/j.soildyn.2018.09.037
Autor:
George D. Hatzigeorgiou, Maria Konstantinidou, Nikos G. Pnevmatikos, Foteini Konstandakopoulou
Publikováno v:
Infrastructures, Vol 5, Iss 38, p 38 (2020)
Infrastructures
Volume 5
Issue 4
Infrastructures
Volume 5
Issue 4
In this work, a systematic study is conducted on the behavior of three-dimensional offshore oil/natural gas platforms under the action of seismic sequences. Such repeated earthquakes result in a noteworthy accumulation of damage in a platform since,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::223aba7f02f5e91a34e80e76a0119034
https://www.mdpi.com/2412-3811/5/4/38
https://www.mdpi.com/2412-3811/5/4/38