Zobrazeno 1 - 10
of 61
pro vyhledávání: '"Chi Chin Tsai"'
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
Publikováno v:
Journal of GeoEngineering; Dec2023, Vol. 18 Issue 4, p239-246, 8p
Publikováno v:
Géotechnique. :1-12
The compression wave velocity (Vp) of sediments plays a key role in seismic wave amplification of vertical motion and is required in site response analysis. However, such information is usually lacking during field exploration (e.g. the surface wave
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de716ade1cc91477a765fcfa443fcedd
https://doi.org/10.1680/jgeot.21.00143
https://doi.org/10.1680/jgeot.21.00143
Autor:
Wei-Chun Lin, Chi-Chin Tsai
Publikováno v:
Applied Sciences, Vol 10, Iss 19, p 6675 (2020)
The resonant column test includes torsional and flexural modes that can be used to obtain reduction curves for the shear modulus and Young’s modulus of the soil, respectively. When the resonant column test is performed under flexural mode, Young’
Externí odkaz:
https://doaj.org/article/ac1749eab5cd4ebfbf58b6d22251d7cd
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:704-722
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fb8f7103b344600c36491505276f4293
https://doi.org/10.1002/eqe.3587
https://doi.org/10.1002/eqe.3587
Publikováno v:
KSCE Journal of Civil Engineering. 25:3701-3713
Soil properties vary in space even within a soil layer. Nevertheless, site response analyses are typically conducted using a best-characterized shear wave velocity (Vs) profile without considering its fluctuation. In this study, the random field theo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef0ec4ea8b7ad558834baa6141a7ac75
https://doi.org/10.1007/s12205-021-2047-9
https://doi.org/10.1007/s12205-021-2047-9
Publikováno v:
Ocean Engineering. 275:114144
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f79d4c6a67b48d5f19e8d1876f08a844
https://doi.org/10.1016/j.oceaneng.2023.114144
https://doi.org/10.1016/j.oceaneng.2023.114144
Autor:
Chi-Chin Tsai, Tadahiro Kishida
Publikováno v:
Bulletin of Earthquake Engineering. 19:2371-2388
Data from the Wildlife Liquefaction Array, which is located at southern California’s Imperial Valley in the USA, are analyzed. Variations in shear wave (Vs) and compression wave (Vp) velocities are identified during strong motions. Shear strains (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91dc278b40396b93e6a97fc2cb127195
https://doi.org/10.1007/s10518-021-01074-4
https://doi.org/10.1007/s10518-021-01074-4
Autor:
Po-Chun Liu, Chi-Chin Tsai
Publikováno v:
Journal of Earthquake Engineering. 26:2283-2300
A vertical-to-horizontal (V/H) response spectral ratio of 2/3 is commonly adopted in earthquake engineering for assessing the magnitude of vertical motion. However, higher V/H ratios are found in s...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c6df31dc87f4d4be43a13538595d7c7d
https://doi.org/10.1080/13632469.2020.1759473
https://doi.org/10.1080/13632469.2020.1759473
Publikováno v:
Acta Geotechnica. 15:1363-1379
On February 6, 2016, a moment magnitude (Mw) 6.4 earthquake struck southern Taiwan and devastated the Tainan area. Although the intensity of ground shaking was only moderate (peak ground acceleration, ~ 0.2 g), widespread damage associated with lique
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a13003f919aef712313b0e1a73d3a0c4
https://doi.org/10.1007/s11440-020-00967-z
https://doi.org/10.1007/s11440-020-00967-z