STRUCTURAL PERFORMANCE FOR WIDE-SHALLOW BEAM IN SHEAR (COMPARATIVE STUDY)

MATHEMATICAL STRUCTURAL ANALYSIS OF ONE WAY RIBBED SLABS

Failure Tests of Steel Beams with Eccentric Web Opening.

PREDICTION OF SHEAR STRENGTH OF HIGH STRENGTH REINFORCED CONCRETE TEE BEAMS

STRUCTURAL ANALYSIS OF RIBBED SLAB

EXPERIMENTAL AND NUMERICAL INVESTIGATIONS ON THE MONOTONIC BEHAVIOUR OF STEEL CONCRETE COMPOSITE SLAB-TO-COLUMN CONNECTING SYSTEMS

FLEXURAL BEHAVIOR AND FAILURE MECHANISM OF NORMAL STRENGTH R.C. BEAMS CONTAINING ALKALI INDUSTRIAL WASTES AND REINFORCED WITH DIFFERENT AMOUNTS OF MAIN STEEL UNDER STATIC LOADING

Normal and High-Strength R/C Deep Beams under Pure Torsion and Codes Evaluation.

Experimental Study of High Strength Concrete Slabs.

STATIC BEHAVIOUR OF DIFFERENT TYPES OF R.C BEAM-COLUMN CONNECTIONS AS AFFECTED BY BOTH VALUE ACTING LATERAL HORIZONTAL FORCEAND GRADE OF USED CONCRETE (THEORETICAL STUDY) Part Two