Engineering and TechnologyEarthquake Engineering & Structural Dynamics
Numerical models of RC elements and their impacts on seismic performance assessment
X. Huang and O. Kwon
Xu Huang and Oh-Sung Kwon evaluate five numerical models against 320 reinforced-concrete column experiments to guide seismic performance assessment. The study reveals how model accuracy depends on the shear demand-capacity ratio, recommends explicitly capturing shear deformation and failure in short-period, shear-critical systems, and provides statistical parameters for probabilistic assessments. Discover when model choice can significantly alter predicted inelastic responses—and when its influence is limited.
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