

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 easygoing 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 beamtocolumn
connection

Investigation of nonlinear behavior and cracking condition of concrete
cooling towers under wind loading

nonlinear behavior and stability of Kshaped

Comparison of nonlinear behavior of R.C. cooling towers with small and large
dimensions under nonuniform settlement

Yielding damped braced frames with easygoing 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 Xbraced 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 Xbraced 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

