Design for Production and Performance: A Proposed for Steel Structures.

COMPARISON BETWEEN DIFFERENT CODES IN CALCULATION OF THE EFFECT OF FATIGUE ON STEEL STRUCTURES

Comparison between Theoretical and Experimental Investigation of Composite Beams with Spiral Shear Connectors.

The Behavior of Steel Bolted Beam-Column Connection under Blast Load

Proposed Formula for Shear Resistance of Innovative Shear Connector between Cold Formed Steel Section and Concrete.

STUDY OF MOMENT ROTATION BEHAVIOR FOR SEMI RIGID CONNECTIONS CONSISTING OF BOLTS AND ANGLES

STATIC STIFFNESS OF THE BOLTED CONNECTIONS SUBJECT TO THE NORMAL AND SHEAR LOADS.

STUDY OF MOMENT ROTATION BEHAVIOR FOR SEMI RIGID CONNECTIONS CONSISTING OF BOLTS AND ANGLES

STATIC BEHAVIOUR OF DIFFERENT TYPES OF R.C BEAM-COLUMN CONNECTIONS AS AFFECTED BY BOTH VALUE OF ACTING AXIAL NORMAL FORCE AND GRADE OF USED CONCRETE (THEORETICAL STUDY)

Experimental Study of Extended End-Plate Connections in Steel Moment Resisting Frames.