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A simplified variant of the time finite element methods based on the shape functions of an axial finite bar
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In the field of structural dynamics, the structural responses in the time domain are of major concern. There already exist many methods proposed previously including widely used direct time integration methods such as ones in the β-Newmark family, Houbolt’s method, and Runge–Kutta method.
Nội dung trích xuất từ tài liệu:
A simplified variant of the time finite element methods based on the shape functions of an axial finite bar
Nội dung trích xuất từ tài liệu:
A simplified variant of the time finite element methods based on the shape functions of an axial finite bar
Tìm kiếm theo từ khóa liên quan:
Civil engineering Variational formulation Finite element Time finite element Non-linear axial bar element Shape function Structural dynamicsTài liệu liên quan:
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