single degree of freedom analysis method for steel beams under blast pressure using nonlinear resistance function with strain rate effects

Name: single degree of freedom analysis method for steel beams under blast pressure using nonlinear resistance function with strain rate effects
Author: هيثم الثائري

single degree of freedom analysis method for steel beams under blast pressure using nonlinear resistance function with strain rate effects — المؤلف: هيثم الثائري — عدد النسخ: 1

المؤلف: هيثم الثائري
النسخ: 1