Zobrazeno 1 - 10
of 34
pro vyhledávání: '"Yung Yen Ko"'
Full‐scale shaking table tests on soil liquefaction‐induced uplift of buried pipelines for buildings
Publikováno v:
Earthquake Engineering & Structural Dynamics. 52:1486-1510
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe0beeb41b1e96ccf3608e1af25e5a9f
https://doi.org/10.1002/eqe.3826
https://doi.org/10.1002/eqe.3826
Autor:
Yung-Yen Ko, Yu-Ying Lin
Publikováno v:
Geofluids, Vol 2020 (2020)
The lateral spreading of the ground due to liquefaction during earthquakes may considerably damage the embedded piles, which is an important issue in the seismic design of pile foundations. In this paper, nonlinear pseudostatic analyses were performe
Externí odkaz:
https://doaj.org/article/b8d1ddc17d914fa6ae18731f23efdd87
Autor:
Yung-Yen Ko, Pei-Jou Chang
Publikováno v:
Journal of GeoEngineering; Mar2024, Vol. 19 Issue 1, p47-58, 12p
Publikováno v:
Natural Hazards.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb9e10d9ca54457c4b918e0b94fa6e75
https://doi.org/10.1007/s11069-023-05993-0
https://doi.org/10.1007/s11069-023-05993-0
Autor:
Yung-Yen Ko, Chun-Hsiang Kuo
Publikováno v:
Journal of Earthquake Engineering. 26:8383-8404
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dfefe9a54ae0903b58e0bfa0ed01ce78
https://doi.org/10.1080/13632469.2021.1991526
https://doi.org/10.1080/13632469.2021.1991526
Autor:
Yung Yen Ko
Publikováno v:
Renewable Energy. 156:777-790
When estimating the natural frequency of wind turbine structures using the single-degree-of-freedom modeling, usually part of the tower mass is concentrated to the tower top. However, the ratio of concentration is usually specified without considerin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b556d41df51da526c07bb4dd7c48939
https://doi.org/10.1016/j.renene.2020.03.149
https://doi.org/10.1016/j.renene.2020.03.149
Autor:
Yung Yen Ko, Yi Ting Li
Publikováno v:
Earthquake Engineering & Structural Dynamics. 49:1682-1701
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5fe9c041cabe55dec184187a1232c485
https://doi.org/10.1002/eqe.3323
https://doi.org/10.1002/eqe.3323
Autor:
Yung Yen Ko
Publikováno v:
Journal of Mechanics. 36:749-761
When the Symmetric Galerkin boundary element method (SGBEM) based on full-space elastostatic fundamental solutions is used to solve Neumann problems, the displacement solution cannot be uniquely determined because of the inevitable rigid-body-motion
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::783903cd099e8f152a8e5d9b59f0318c
https://doi.org/10.1017/jmech.2020.15
https://doi.org/10.1017/jmech.2020.15
Autor:
Yung Yen Ko, Ho Hsiung Yang
Publikováno v:
Soil Dynamics and Earthquake Engineering. 123:265-277
Seismic fragility curves represent the seismic vulnerability of structures and are used to quickly evaluate structural damage in earthquakes. In this study, seismic fragility analyses for the sheet-pile wharves of Port of Hualien, Taiwan were perform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d05db9d3b4cd2e0fee6daa10455c00ec
https://doi.org/10.1016/j.soildyn.2019.05.014
https://doi.org/10.1016/j.soildyn.2019.05.014
Autor:
Yung-Yen Ko, J., Tri Kurnia Rahayu
Publikováno v:
Journal of GeoEngineering; Dec2022, Vol. 17 Issue 4, p175-187, 13p