Thesis Supervised

           

  • Assessment of coupled steel plate shear walls
     
  • Evaluation of unequal settlement of steel hyperbolic cooling towers due to wind and gravity loads
     
  • Assessment of Stiffeners components sections on behavior of steel hyperbolic cooling towers
     
  • Behavior improvement of X braced frames by using easy going steel (EGS)
     
  • Evaluation of single diagonal eccentrically braced frames (EBF) behavior by employing absorbing energy shear panel
     
  • Behavior of knee braced frames with defferent knee Performance
     
  • Performance of quasi beams in shear, bending or in shear & bending
     
  • Behavior of steel plate shear walls with stiffened opening
     
  • Evaluation of steel plate shear walls with opening
  • Assessment of yielding damped braced frames with steel plate in core (YDBC)
  • Behavior of steel plate shear walls with two opening
  • Evaluation of diagonal eccentrically braced frames (EBF) behavior by employing easy-going steel concept
  • Behavior of steel hyperbolic cooling towers due to wind and earthquake loads
  • Effect of bay size on force modification factor of moment frames
  • Study of ductile steel plate shear walls and effect of beam-to-column connection
  • Investigation of nonlinear behavior and cracking condition of concrete cooling towers under wind loading
  • nonlinear behavior and stability of K-shaped
  • Comparison of nonlinear behavior of R.C. cooling towers with small and large dimensions under non-uniform settlement
  • Yielding damped braced frames with easy-going steel
  • The effect of stiffeners on stability of R. C. hyperbolic cooling towers
  • Improvement buckling behavior of stiffened shear walls
  • Seismic behavior of concrete cooling towers with different columns height
  • Nonlinear dynamics behavior of R.C. hyperbolic cooling towers
  • Effect of beams to columns connections on strength and stiffness of steel shear walls
  • Effect of beams stiffness on behavior of steel shear walls
  • Stability and behavior of moment resisting frames due to earthquake induced loads
  • Effect of internal rings on stability, natural periods and stresses of concrete cooling towers
  • Effect of vertical component of earthquake on bridges
  • Linear and nonlinear behavior of R.C. hyperbolic cooling towers due to unequal settlements
  • Comparing natural periods of infill steel frames with the suggested values in codes of practice
  • Considering stability of columns in X-braced frames in steel structures
  • Strength reduction factor in structural dynamics design
  • Effect of imperfection on the Ragaei natural draft R.C. cooling towers
  • R factor in yielding damped braced frames
  • Nonlinear behavior of X-braced frames
  • Hysteretic behavior of central yielding damped braced frames
  • Effect of stiffening rings on R.C. hyperbolic cooling towers
  • Nonlinear behavior of stiffened steel shear walls with opening
  • Effect of imperfection on a constructed R.C. hyperbolic cooling tower
  • Nonlinear dynamics behavior of lateral load resisting steel frames
  • Stress concentration in components of natural draft concrete cooling towers due to earthquake induced loads
  • Vertical and horizontal unequal settlements in concrete cooling towers
  • Effect of structure depth in soil on the effective base level
  • Linear behavior of columns in R.C. hyperbolic cooling towers due to earthquake