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)

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

SOME FACTORS AFFECTING THE AXIAL STATIC BEHAVIOR OF HIGH STRENGTH SHORT REINFORCED CONCRETE COLUMNS-THEORETICAL APPROACH

PERFORMANCE OF EXTERNAL REINFORCED CONCRETE BEAM-COLUMN JOINTS MADE OF HIGH STRENGTH CONCRETE

SOME PARAMETERS AFFECTING THE STATIC BEHAVIOR OF NORMAL STRENGTH RECTANGULAR R.C. SHORT COLUMNS CONFINED BY CFRP

SOME PARAMETERS AFFECTING THE STATIC BEHAVIOR OF NORMAL AND HIGH STRENGTH CIRCULAR R.C. SHORT COLUMNS CONFINED BY CFRP

BEHAVIOR OF R.C. COLUMNS CONTAINING ALKALI WASTES OF OIL AND CELLULOSE PAPER INDUSTRIES AND EXPOSED TO SULFATE AND CHLORIDE ATTACK UNDER AXIAL STATIC LOADS

STRENGTHENING OF LOADED REINFORCED CONCRETE COLUMNS

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

THEORITICAL AND EXPERIMENTAL STUDY FOR THE BEHAVIOR OF SHORT COMPOSITE COLUMNS TESTED UNDER STATIC CENTRIC OR ECCENTRIC LOADS