Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
3D Seismic Response Analysis of Storage Tank on the Soft Soil Base
The seismic response effect of the parameters of soil layers on the soft soil tank foundation was analyzed based on numerical simulation. The research results show that dynamic pore water pressure in the center of the tank foundation accumulates gradually and tends to be stable under the earthquake load; the influence of vertical permeability on tank foundation dynamic pore water pressure is significantly; the soil compression modulus is the main influencing factor of dynamic deformation of tank foundation, the maximum dynamic deformation happens at the right 0.8D of tank base center, and with the increase of compression modulus, the deformation of tank foundation evens gradually.
3D Seismic Response Analysis of Storage Tank on the Soft Soil Base
The seismic response effect of the parameters of soil layers on the soft soil tank foundation was analyzed based on numerical simulation. The research results show that dynamic pore water pressure in the center of the tank foundation accumulates gradually and tends to be stable under the earthquake load; the influence of vertical permeability on tank foundation dynamic pore water pressure is significantly; the soil compression modulus is the main influencing factor of dynamic deformation of tank foundation, the maximum dynamic deformation happens at the right 0.8D of tank base center, and with the increase of compression modulus, the deformation of tank foundation evens gradually.
3D Seismic Response Analysis of Storage Tank on the Soft Soil Base
Zhang, Yanmei (Autor:in) / Pan, Zhenhua (Autor:in)
International Conference On Civil Engineering And Urban Planning 2012 ; 2012 ; Yantai, China
25.07.2012
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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