Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Yannis Z. Tsiapas"'
Autor:
Konstantinos N. Bazaios, Achilleas G. Papadimitriou, George D. Bouckovalas, Yannis Z. Tsiapas
Publikováno v:
Soil Dynamics and Earthquake Engineering. 164:107546
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b49159008f0ae241036c419903e91504
https://doi.org/10.1016/j.soildyn.2022.107546
https://doi.org/10.1016/j.soildyn.2022.107546
Publikováno v:
Soil Dynamics and Earthquake Engineering. 116:541-551
A simplified methodology is presented for the computation of elastic response spectra at liquefiable sites, based on the widely used equivalent linear site response analysis method. The target response spectrum is obtained by frequency dependent inte
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5dc5076c8601308c0c269995852d6cf7
https://doi.org/10.1016/j.soildyn.2018.10.033
https://doi.org/10.1016/j.soildyn.2018.10.033
Publikováno v:
Soil Dynamics and Earthquake Engineering. 150:106894
The response of pile supported Tension Leg Platforms during seismic loading and seabed liquefaction is analyzed numerically, taking consistently into account the pile-tendon-platform interaction. The emphasis is on the system response when liquefacti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9fb1b3386b42e2727040ddf817883a65
https://doi.org/10.1016/j.soildyn.2021.106894
https://doi.org/10.1016/j.soildyn.2021.106894
Publikováno v:
Ocean Engineering. 238:109706
The paper presents numerical analyses of a pile supported Tension Leg Platform (TLP) wind turbine, during seismic loading and seabed liquefaction, taking consistently into account the pile-tendon-platform interaction. The emphasis is on the system re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::967bfe2175f88a922484b8f36cbd6eb8
https://doi.org/10.1016/j.oceaneng.2021.109706
https://doi.org/10.1016/j.oceaneng.2021.109706
Publikováno v:
Soil Dynamics and Earthquake Engineering. 91:329-339
The seismic response of liquefied ground is parametrically investigated via analytical visco-elastic wave propagation theory, as well as nonlinear, effective stress, numerical analyses. It is found that a minimum liquefied layer thickness is required
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a3afe64f053ea93d4f69ab23ad31cf4
https://doi.org/10.1016/j.soildyn.2016.09.028
https://doi.org/10.1016/j.soildyn.2016.09.028
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics V.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::300964a6241bc80d4e80bca7c11305d2
https://doi.org/10.1061/9780784481479.026
https://doi.org/10.1061/9780784481479.026
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics V.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ccd046cfe3eee12015b069a46e54b341
https://doi.org/10.1061/9780784481455.050
https://doi.org/10.1061/9780784481455.050
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 143
A simplified methodology is proposed for the computation of elastic response spectra at liquefiable sites, based on the widely used equivalent linear (frequency domain) site response analysis method. The actual response spectrum is obtained as the up
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::32a7c6906ffda8f1f1e700e11b769e7a
https://doi.org/10.1061/(asce)gt.1943-5606.0001625
https://doi.org/10.1061/(asce)gt.1943-5606.0001625