A Study on Seismic Analysis Method in the Cross Section of Underground Structures by Means of Static Finite Element Method.
作者： Akira Tateishi
DOI: 10.2208/JSCEJ.1995.519_139
关键词: Incremental Dynamic Analysis 、 Geology 、 Seismology 、 Substructure 、 Seismic analysis 、 Finite element method 、 Structural engineering 、 Cross section (physics) 、 Deformation (meteorology) 、 Synthetic seismogram 、 Seismic loading
摘要: Based on the dynamic substructure technique, author proposes a static seismic analysis method, Ground Response Method, for underground structures modeled structure and surrounding soil that is expressed using finite elements. By comparing existing methods, it verified Acceleration Method Buried Structures provides results almost equivalent to those obtained from Method. However, FEM Seismic Deformation yields different results. Thus, new load ground strains modifies
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