A comparison of current computer analysis methods for seismic performance of reinforced concrete members
In this paper, an evaluation of current capabilities in the area of cyclic analysis of reinforced concrete components is presented through the application of several analysis methods to a benchmark problem. Data from experimental tests involving the flexural and shear performance of a reinforced concrete column was used for comparison. Analyses for cyclic and monotonic load cases were performed using a degrading plastic hinge model, a fiber beam model, and a three-dimensional finite element model. Details of the data preparation and analysis results are presented and evaluated. Recommendations are made regarding the relative effectiveness of the methods for practical dynamic analysis.
reinforced concrete finite element seismic analysis