Seismic Resistance of RC Corner Eccentric Beam-Column Sub-assemblages

AN INNOVATIVE SHEAR WALLS COUPLING FOR ENHANCEMENT OF PERFORMANCE OF RC STRUCTURES

Rotary Friction Welding of Aluminum Alloy Tube to Tube with Edge Using External Tool

AN EXPERIMENTAL INVESTIGATION OF AN INNOVATIVE COUPLING TECHNIQUE OF CONCRETE SHEAR WALLS

Slenderness Effect for The Composite RC Columns with Steel Angles at The Corners; Experimentally and Analytically

EXPERIMENTAL SHEAR RESISTANCE EVALUATION OF ORDINARY AND PERFOBOND Y-SHAPED SHEAR CONNECTORS

PARTIALLY CONFINEMENT OF CORNER REINFORCED CONCRETE COLUMNS WITH SPECIAL TECHNIQUE

EFFECT OF JOINT DETAILS ON THE BEHAVIOR OF RC BEAM COLUMN CONNECTIONS SUBJECTED TO REVERSED CYCLIC LOADING

A LIMIT STATE DESIGN PROCEDURE FOR WATER-TIGHT R/C SECTIONS ACCORDING TO ECCS 203-2001

NEW SHAPE FOR THE SCREW DIAGRAM