Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Zhonghui Bi"'
Publikováno v:
IEEE Access, Vol 9, Pp 54820-54830 (2021)
The seismic input of layered foundation is an essential part of seismic analysis of structure- foundation system. Most of the traditional seismic input methods only consider the first reflection process of seismic waves at the interface of different
Externí odkaz:
https://doaj.org/article/1758ab0e197241e7bd7b0ce50576acad
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
The traditional linear elastic and Drucker–Prager (DP) models cannot truly reflect the strong nonlinear characteristics of the concrete and rock foundation of the dam under earthquake. Therefore, for comprehensive evaluation of the cumulative damag
Externí odkaz:
https://doaj.org/article/fd99477cf2304d8ba091d1ac654e98f2
Autor:
Yibo Zhou, Zhonghui Bi
Publikováno v:
2022 8th International Conference on Hydraulic and Civil Engineering: Deep Space Intelligent Development and Utilization Forum (ICHCE).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::124b9349f9bfb5183cf7228bbb9e13c3
https://doi.org/10.1109/ichce57331.2022.10042639
https://doi.org/10.1109/ichce57331.2022.10042639
Publikováno v:
Soil Dynamics and Earthquake Engineering. 171:107929
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c8a8227627298e891223625266a02010
https://doi.org/10.1016/j.soildyn.2023.107929
https://doi.org/10.1016/j.soildyn.2023.107929
Publikováno v:
IEEE Access, Vol 9, Pp 54820-54830 (2021)
The seismic input of layered foundation is an essential part of seismic analysis of structure- foundation system. Most of the traditional seismic input methods only consider the first reflection process of seismic waves at the interface of different
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::849a09f52799beb63a02eee701c59cdb
https://ieeexplore.ieee.org/document/9393343/
https://ieeexplore.ieee.org/document/9393343/
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
The traditional linear elastic and Drucker–Prager (DP) models cannot truly reflect the strong nonlinear characteristics of the concrete and rock foundation of the dam under earthquake. Therefore, for comprehensive evaluation of the cumulative damag
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::19cfaa3d3f5d944af3eb1a2eed6e4052
Publikováno v:
Soil Dynamics and Earthquake Engineering. 157:107258
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::456ab684548130684af9d7b68a3f4e8f
https://doi.org/10.1016/j.soildyn.2022.107258
https://doi.org/10.1016/j.soildyn.2022.107258
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 304:022074
Traditional linear elastic model or elastic-plastic DP model can hardly reflect the damage and failure law of the concrete and rock foundation when the tensile and compressive strengths exceed the limitation. Therefore, the concrete damage model is u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dcea67771a2d962f6ccf2e6c645d0fd8
https://doi.org/10.1088/1755-1315/304/2/022074
https://doi.org/10.1088/1755-1315/304/2/022074
Publikováno v:
IOP Conference Series: Earth & Environmental Science; Sep2019, Vol. 304 Issue 2, p1-1, 1p