Výsledky vyhledávání - "Loizos Pelecanos"

Akademický článek

Optimising the embodied carbon of laterally loaded piles using a genetic algorithm and finite element simulation

Autor: Kareem Abushama, Will Hawkins, Loizos Pelecanos, Tim Ibell

Publikováno v: Results in Engineering, Vol 24, Iss , Pp 103188- (2024)

With the need to cut embodied carbon from the construction industry, there has been a growing interest in optimising the design of different structural elements. This paper, for the first time, minimises the embodied carbon of laterally-loaded piles

Externí odkaz: https://doaj.org/article/c2b5c3bfaca949eb8a983d1fc9f5b109

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Techniques to safeguard the Underground Tunnels against Surface Blast load

Autor: Loizos Pelecanos, SENTHIL KASILINGAM, Muskaan Sethi

Publikováno v: International Journal of Critical Infrastructures. 20:1

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::605e9de3d9f2b1b18d9e5f348e516a66
https://doi.org/10.1504/ijcis.2024.10046185

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A practical two-parameter model of pile–soil gapping for prediction of monopile offshore wind turbine dynamics

Autor: Stephen A. Williams, Loizos Pelecanos, Antony P. Darby

Publikováno v: Williams, S, Pelecanos, L & Darby, A 2022, ' A practical two parameter model of pile-soil gapping for prediction of monopile offshore wind turbine dynamics ', Geotechnique . https://doi.org/10.1680/jgeot.21.00260

Monopile mounted offshore wind turbines (OWTs) are expected to experience a very large number of cyclic loads throughout their operational lifetime, and the existing p–y method of foundation modelling does not fully account for the effects of dynam

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3c18f59284fa79f4eb6f49f28ef20d9e
https://doi.org/10.1680/jgeot.21.00260

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Mitigation strategies of underground tunnels against blast loading

Autor: N.K. Gupta, Loizos Pelecanos, Senthil Kasilingam, Muskaan Sethi

Publikováno v: International Journal of Protective Structures. 13:21-44

An evaluation of mitigation strategies of underground tunnels against explosions is important to the society. Therefore, a small scale tunnel was modeled against blast loading using finite element software ABAQUS. The inelastic behavior of concrete a

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::3936a6ee4eccfd3023ddb5cc910e5c7e
https://doi.org/10.1177/20414196211038018

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Simplified modelling of the transient response of underground structures due to dynamic loads generated from underground tunnels

Autor: Loizos Pelecanos, S. Rupali, K. Senthil

Publikováno v: Geotechnical Aspects of Underground Construction in Soft Ground. 2nd Edition ISBN: 9781003355595
Geotechnical Aspects of Underground Construction in Soft Ground ISBN: 9780429321559

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e972a9701c40077128b5a0f007c49b7f
https://doi.org/10.1201/9781003355595-82

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A review on the performance of the underground tunnels against blast loading

Autor: Muskaan Sethi, Loizos Pelecanos, K. Senthil

Publikováno v: Kasilingam, S, Sethi, M & Pelecanos, L 2021, ' A review on the performance of the underground tunnels against blast loading ', Journal of Structural Engineering and Applied Mechanics, vol. 4, no. 1, pp. 1-17 . https://doi.org/10.31462/jseam.2021.01001017

The tunneling system has become an important part of the present infrastructure system in all over the world. Therefore, it has become important to ensure the safety of the tunnels against any type of man-made blasting activities or other accidental

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a13819f1cea50dde9b349831f405c440
https://doi.org/10.31462/jseam.2021.01001017

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A review on the performance of reinforced concrete structures under blast loading

Autor: K. Senthil, Loizos Pelecanos, Iwansh Gupta, S. Rupali

Publikováno v: Journal of Structural Engineering & Applied Mechanics. 3:216-228

An explosion on the elevated structures caused by terrorist activities or manmade events can induce significant deformations in the Civil Engineering structures. Therefore, it is necessary to review the response of the structural behavior such as rei

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::63b51ac98f46ccc650e7b97d39fbc72e
https://doi.org/10.31462/jseam.2020.04216228

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A Winkler model of monopile ratcheting under long-term dynamic cyclic loading

Autor: Stephen A. Williams, Loizos Pelecanos, Antony P. Darby

Publikováno v: Ocean Engineering. 266:112625

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::435928852434f7687d4edfa2c55de1a1
https://doi.org/10.1016/j.oceaneng.2022.112625

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Seismic response of partially saturated soils beneath shallow foundations under sequential ground motions

Autor: Abdulhakim Zeybek, Loizos Pelecanos, Gopal Madabhushi

Publikováno v: Bulletin of Earthquake Engineering. 18:1987-2002

Zeybek, A.hakim/0000-0001-7096-5770 Induced partial saturation is an innovative soil improvement technique intended to mitigate earthquake-induced liquefaction. Historical records indicate that successive earthquakes may occur in high seismic areas.

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f31512bc3c9a7e17e1b5f726e98f13f1
https://doi.org/10.1007/s10518-020-00792-5

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