作者: L. Davenne , F. Ragueneau , J. Mazars , A. Ibrahimbegovic
DOI: 10.1016/S0045-7949(03)00038-5
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摘要: Abstract This paper deals with the modeling of reinforced concrete structures subjected to earthquake ground motion. Due complex behavior both materials and structures, efficient numerical tools are developed herein in order keep accuracy robustness for large scale computations. We focus our attention on use simplified multifiber beam element describing response structural components macro-element accounting soil–structure interaction.