Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Kil-Wan Ko"'
Publikováno v:
KSCE Journal of Civil Engineering. 26:4290-4301
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f068cb1fe2d81107a6bd3af3d704cfb2
https://doi.org/10.1007/s12205-022-0950-3
https://doi.org/10.1007/s12205-022-0950-3
Publikováno v:
Earthquake Engineering and Engineering Vibration. 21:37-51
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c0674d1b83dfb0e4b69815c3e6db3c7c
https://doi.org/10.1007/s11803-022-2075-6
https://doi.org/10.1007/s11803-022-2075-6
Autor:
Kil-Wan Ko, Robert E. Kayen
Publikováno v:
Soil Dynamics and Earthquake Engineering. 172:108050
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ab7ff998f6ce47ef4804c0d742fc3c4
https://doi.org/10.1016/j.soildyn.2023.108050
https://doi.org/10.1016/j.soildyn.2023.108050
Publikováno v:
Wind Energy. 24:515-529
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70746569c9c7f517b47665c12c4965ec
https://doi.org/10.1002/we.2586
https://doi.org/10.1002/we.2586
Autor:
Dong-Soo Kim, Jeong-Gon Ha, Seok-Woo Jin, Young-Hun Song, Myung-Jun Song, Kil-Wan Ko, Heon-Joon Park
Publikováno v:
Acta Geotechnica. 15:2637-2648
A disconnected piled raft (DPR) foundation has been introduced as an effective pile design to reduce the vertical loading experienced by the pile. The characterization of DPRs has focused on the load transfer mechanism, foundation and soil settlement
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c6fe7e7ce91900ecd0ddadff93561d2c
https://doi.org/10.1007/s11440-020-00928-6
https://doi.org/10.1007/s11440-020-00928-6
Publikováno v:
Soil Dynamics and Earthquake Engineering. 163:107502
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::17889c1a25b939832c62fb7ae675cf62
https://doi.org/10.1016/j.soildyn.2022.107502
https://doi.org/10.1016/j.soildyn.2022.107502
Autor:
Kil-Wan Ko, Dong-Soo Kim, Myung-Jun Song, Young-Hun Song, Seok-Woo Jin, Jeong-Gon Ha, Heon-Joon Park
Publikováno v:
Canadian Geotechnical Journal. 56:1917-1928
When connected piles are used as settlement reducers, the proportion of vertical load carried by the pile may come close to the allowable load of the pile. To reduce not only the vertical load, but also the lateral load and bending moment to which th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a006ba58eccb32c6f1811d6a3d21bc25
https://doi.org/10.1139/cgj-2018-0248
https://doi.org/10.1139/cgj-2018-0248
Publikováno v:
Journal of Earthquake Engineering. 25:1358-1380
Understanding of the soil-foundation-structure interaction (SFSI) is crucial for seismic design. The period-lengthening ratio (PLR) has been studied using both analytical and experimental methods. ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3bedd7ae33ce4f8ffb63e018d6930992
https://doi.org/10.1080/13632469.2019.1576557
https://doi.org/10.1080/13632469.2019.1576557
Publikováno v:
Soil Dynamics and Earthquake Engineering. 155:107196
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35400ab59e0ee7a8a952f0fb9d15abca
https://doi.org/10.1016/j.soildyn.2022.107196
https://doi.org/10.1016/j.soildyn.2022.107196
Publikováno v:
Sustainability, Vol 12, Iss 7113, p 7113 (2020)
Sustainability
Volume 12
Issue 17
Sustainability
Volume 12
Issue 17
The response of the structure subjected to an earthquake load is greatly affected by the properties of the structure and soil so it is very important to accurately determine the characteristics of the structure and soil for analysis. However, studies
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::04c7d4f1883024f63f917ce5cc2308a9
https://www.mdpi.com/2071-1050/12/17/7113
https://www.mdpi.com/2071-1050/12/17/7113