Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Gui-xuan Wang"'
Publikováno v:
Polish Maritime Research, Vol 22, Iss s1, Pp 35-42 (2015)
In order to analyze the influential factors of soft foundation settlement in a marine reclamation land project, the consolidation settlement and pore pressure dissipation of the entire area are numerically simulated using Soft-Soil- Creep Model, in w
Externí odkaz:
https://doaj.org/article/0baefe71af484952831ea810775a1e5d
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 638:012079
A new type of strongly sub-feasible SQP (Strong Quadratic Programming) method is used to establish a nonlinear model to realize the automatic search of the rational cable force of the cable-stayed bridge. The objective function is established based o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9c3dc0f368ff0bc350cd78d7df122814
https://doi.org/10.1088/1755-1315/638/1/012079
https://doi.org/10.1088/1755-1315/638/1/012079
Publikováno v:
DEStech Transactions on Environment, Energy and Earth Science.
The damping radiation effect of infinite foundation is considered by using the Damping Solvent Extraction Method (DSEM) based on the Finite Element Method, the nuclear plant and the infinite foundation is coupled based on solving the interaction forc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1019620bc1f08be64a0acedb23dbfeb3
https://doi.org/10.12783/dteees/edep2016/5930
https://doi.org/10.12783/dteees/edep2016/5930
Publikováno v:
DEStech Transactions on Environment, Energy and Earth Science.
Building nuclear power plant structure on lithology ground or soft ground has become an inevitable and popular trend in the development of nuclear island plant structure. It leads the seismic analysis of non-lithology foundation to be the key technic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4db4e2f4cdd58ec3d2cefc99b58159d5
https://doi.org/10.12783/dteees/edep2016/5901
https://doi.org/10.12783/dteees/edep2016/5901
Publikováno v:
DEStech Transactions on Environment, Energy and Earth Science.
The effective simulation of influence of infinite foundation radiation damping is a key technical problem for implement seismic response analysis of nuclear island. Basd on Super FLUSH software as a platform, the vicous boundary is imposed on the bou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3810f0976737e89714463869549f81c4
https://doi.org/10.12783/dteees/edep2016/5900
https://doi.org/10.12783/dteees/edep2016/5900
Publikováno v:
Applied Mechanics and Materials. :2171-2176
This Earthquake liquefaction analysis of total stress method is often used, but the total stress method does not consider the variation of pore water pressure and the process of development of the liquefaction over time. Using two perspectives which
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a6b5b726bbb4f47281ef842c52c53d9
https://doi.org/10.4028/www.scientific.net/amm.353-356.2171
https://doi.org/10.4028/www.scientific.net/amm.353-356.2171
Publikováno v:
Mechanics and Architectural Design.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ce0fda02f5b56f840c3b0a504e002a3
https://doi.org/10.1142/9789813149021_0064
https://doi.org/10.1142/9789813149021_0064
Publikováno v:
Advanced Materials Research. :1849-1855
This paper uses the equivalent linear model of Hardin-Drnevich and the dynamic effective stress analysis method, gets the safety coefficient of stability, the liquefaction zone distribution and seismic residual deformation of diversion dike under the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63be69a561aa943d99f6fc1c8346aa49
https://doi.org/10.4028/www.scientific.net/amr.594-597.1849
https://doi.org/10.4028/www.scientific.net/amr.594-597.1849
Publikováno v:
Advanced Materials Research. :1219-1225
By adopting dynamic time-history analysis method, the seismic analysis for the joint between intake tunnel and circumfluence groove is performed by FLAC3D. Aiming at the mechanical characteristics of this structure and rocky features, according to th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b769f88e3cbe3c3645af4ee64e34fec
https://doi.org/10.4028/www.scientific.net/amr.594-597.1219
https://doi.org/10.4028/www.scientific.net/amr.594-597.1219
Publikováno v:
Applied Mechanics and Materials. :1865-1869
In seismic response analysis, total stress method is adopted mostly, but variation of the pore water pressure and the development process of the liquefaction are not considered in this method. Based on the dynamic analysis of two-dimensional effectiv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1c954a57f5c54e20a7031ae8683450b
https://doi.org/10.4028/www.scientific.net/amm.90-93.1865
https://doi.org/10.4028/www.scientific.net/amm.90-93.1865