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1.	Original version of the author's contribution as presented on CD, section: MS 33 High-Performance Computing for Structural Mechanics and Earthquake Engineering.: PDF Application of PDS-FEM to Seismic Failure Analysis of Reinforced Concrete Bridge Pier Hori, M. ; Yamashita, T. Particle-Discretization-Scheme (PDS) is a new discretization scheme which uses a pair of basis functions that discretize a function and its derivatives using characterist [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: 05-02-0075.: PDF 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 [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 14-0263.: PDF 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 [...] Detailed record - Similar records

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