Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Moon-Gyo Lee"'
Publikováno v:
Remote Sensing, Vol 13, Iss 9, p 1844 (2021)
Numerous seismic activities occur in North Korea. However, it is difficult to perform seismic hazard assessment and obtain zonal data in the Korean Peninsula, including North Korea, when applying parametric or nonparametric methods. Remote sensing ca
Externí odkaz:
https://doaj.org/article/62c29b373f0f466b8bf0c972eb255cb8
Publikováno v:
Applied Sciences, Vol 10, Iss 21, p 7443 (2020)
Soil and rock characteristics are primarily affected by geological, geotechnical, and terrain variation with spatial uncertainty. Earthquake-induced hazards are also strongly influenced by site-specific seismic site effects associated with subsurface
Externí odkaz:
https://doaj.org/article/384a626f379a486bb11e12d5df46efd7
Publikováno v:
Bulletin of Earthquake Engineering. 20:5775-5795
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10d452a5d150e12b90edd27d45218cb6
https://doi.org/10.1007/s10518-022-01418-8
https://doi.org/10.1007/s10518-022-01418-8
Publikováno v:
Acta Geotechnica. 16:1187-1204
Verifying the seismic performance of port structures when the force balance limit is exceeded is important for the performance-based seismic design of gravity-type quay walls. Over the last three decades, performance verification methods have been de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0cd641b43609e33c659675ea6f83f9dd
https://doi.org/10.1007/s11440-020-01086-5
https://doi.org/10.1007/s11440-020-01086-5
Publikováno v:
Soil Dynamics and Earthquake Engineering. 123:292-303
Conventional simplified analysis methods for seismic design of gravity-type quay wall are based on providing capacity to resist a design seismic force, but they do not provide information on the performance of a structure when the limit of the force-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c7ad32512e8ac154f50cefa22be1c273
https://doi.org/10.1016/j.soildyn.2019.05.011
https://doi.org/10.1016/j.soildyn.2019.05.011
Publikováno v:
Ocean Engineering. 257:111667
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::489933283b0fe6f807ee88615e2c9aa0
https://doi.org/10.1016/j.oceaneng.2022.111667
https://doi.org/10.1016/j.oceaneng.2022.111667
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
The pseudo-static approach has been conventionally applied for the design of gravity type quay walls. In this method, the seismic coefficient (kh), expressed in terms of acceleration due to gravity, is used to convert the real dynamic behavior to an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e4b5905d3946f7f03742cd52c9019ea
https://doi.org/10.5194/egusphere-egu2020-4356
https://doi.org/10.5194/egusphere-egu2020-4356
Earthquake-induced land deformation and structure failure are more severe over soft soils than over firm soils and rocks owing to the seismic site effect and liquefaction. The site-specific seismic site effect related to the amplification of ground m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4793c4ccf07e7fffd27ceda970fe6303
https://doi.org/10.5194/egusphere-egu2020-10937
https://doi.org/10.5194/egusphere-egu2020-10937
Publikováno v:
Engineering Geology. 294:106306
In this study, the distributions of seismic response parameters and engineering site classes were quantified using a large database of borehole and standard penetration test (SPT) data for the North Gyeongsang Province, Korea. Empirical shear wave ve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b9e2f27c91bc8962bc0c816d8ac5879
https://doi.org/10.1016/j.enggeo.2021.106306
https://doi.org/10.1016/j.enggeo.2021.106306