A. Baniassadi
M.Sc. Department of Civil Engineering, Sharif University of Technology, Tehran. Iran.
[ 1 ] - Application of endurance time method in damage assessment of concrete moment frames
Nonlinear Time History (NTH) analysis is currently the most reliable method for estimating structural behavior. Considerable computational demand and complexity of this method may cause difficulty for its routine practical application. Based on the Methodology of Endurance Time (ET) method, it can estimate the nonlinear response of structures with a much lower computational cost. In this resear...
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