Robustness evaluation of CSMM based finite element for simulation of shear critical hollow RC bridge piers
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DOI: 10.1108/ec-11-2018-0514
Abstract: Purpose The purpose of this study is to evaluate the effectiveness of two-dimensional (2D) cyclic softened membrane model (CSMM)-based non-linear finite element (NLFE) model in predicting the complete non-linear response of shear critical bridge piers… read more here.
Keywords: bridge; based nlfe; shear critical; model ... See more keywords