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

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

BOND CHARACTERISTICS AND ROTATIONAL CAPCITY FOR REINFORCED CONCERETE EXTERIOR JOINTS AS AFFECTED BY BONDED PART AND RIB GEOMETRY FOR STEEL REINFORCEMENT BARS

STATIC BEHAVIOR OF RC COLUMN JOINTS AS AFFECTED BY CHANGING OF ITS GRADE OF CONCRETE AND DETAILS OF REINFORCEMENT

THEORETICAL STUDY ON STATIC SHEAR BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS COMPARED WITH NORMAL STRENGTH CONCRETE BEAMS

EFFECT OF USING METALLIC AND NON METALLIC - FIBER AND RIB GEOMETRY OF STEEL BARS ON BOND STRENGTH FOR HIGH STRENGTH CONCRETE (H. S. C.)

NUMERICAL STUDY OF R.C. BRIDGE BEAMS UNDER STATIC AND CYCLIC LOADING

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

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

BEHAVIOUR OF HIGH-PERFORMANCE CONCRETE BEAMS AS AFFECTED BY BONDED PART AND RIB GEOMETRY OF MAIN STEEL REINFORCEMENT