Maki, Takeshi - Search Results - The Institute of Theoretical and Applied Mechanics

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Seismic Behavior of Concrete Bridge Pier Considering Soil-Pile-Structure Interaction

Tuladhar, Rabin ; Maki, Takeshi

Seismic behavior of a structure is highly influenced by the response of foundation and ground. Hence, the modern seismic design codes recommend that the response analysis [...]

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Seismic Response Analysis of Pile Foundation Using Finite Element Method

Maki, Takeshi ; Maekawa, Koichi

In this paper, 3-D seismic response analyses of RC pile-soil coupled system were conducted using nonlinear finite element method. The abutment of highway bridge supported [...]

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