Zobrazeno 1 - 10
of 65
pro vyhledávání: '"George D. Bouckovalas"'
Publikováno v:
Computers and Geotechnics. 156:105267
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b94d2b875b1c4f0ec10274ba25840d6d
https://doi.org/10.1016/j.compgeo.2023.105267
https://doi.org/10.1016/j.compgeo.2023.105267
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:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe8955ee50ee4b7cbe1727e796773630
https://doi.org/10.7712/120121.8842.18538
https://doi.org/10.7712/120121.8842.18538
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bcac82033f90826189400c2c4a7e1721
https://doi.org/10.7712/120121.8843.18540
https://doi.org/10.7712/120121.8843.18540
Publikováno v:
Soil Dynamics and Earthquake Engineering. 106:298-307
Evidence from field case studies, as well as from experimental and theoretical research, suggest that the detrimental effects of seismic liquefaction on the performance of surface foundations on level ground may be mitigated in presence of a non-liqu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10cf84bc14ce304d20a06244f1994b8b
https://doi.org/10.1016/j.soildyn.2017.08.021
https://doi.org/10.1016/j.soildyn.2017.08.021
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:
The Open Civil Engineering Journal. 11:1170-1190
Introduction: The research is based on a proposed new foundation design method of bridges on liquefiable soil, consisting of using a shallow foundation and exploiting the liquefiable soil layer as natural seismic isolation, replacing thus the commonl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51673739c2ca2caf95354c2b478122b0
https://doi.org/10.2174/1874149501711011170
https://doi.org/10.2174/1874149501711011170
Publikováno v:
Chaloulos, Y K, Bouckovalas, G D & Karamitros, D K 2017, ' Trench effects on lateral p-y relations for pipelines embedded in stiff soils and rocks ', Computers and Geotechnics, vol. 83, pp. 52-63 . https://doi.org/10.1016/j.compgeo.2016.10.018
Existing relationships for lateral backfill pressures on pipelines assume that the trench is adequately wide to contain the failure surface. This condition is commonly violated in design and construction practice, putting at risk the pipeline safety.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6b296faadb983b2ad2381eb391b22b3e
https://doi.org/10.1016/j.compgeo.2016.10.018
https://doi.org/10.1016/j.compgeo.2016.10.018