ROOF LATERAL DISPLACEMENT FOR GRAVITY LOAD DESIGNED RC FRAMES SUBJECTED TO EARTHQUAKES

A THEORETICAL STUDY ON COLLAPSE MECHANISM AND STRUCTURAL BEHAVIOR OF MULTI-STORY RC FRAMES SUBJECTED TO EARTHQUAKE LOADING

EFFECT OF EARTHQUAKE ON STEEL FRAMES WITH PARTIAL RIGID CONNECTION

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

EFFICIENCY OF DIFFERENT STRENGTHENING TECHNIQUES ON SEISMIC PERFORMANCE OF R.C. FRAMES

PARAMETERS INFLUENCING THE BEHAVIOUR OF RC FLAT-SLABS UNDER COLUMN-LOSS SCENARIO

SEISMIC BEHAVIOR OF CONCRETE SHEAR WALL – FRAMES - STRUCTURAL SYSTEMS SUBJECTED TO EARTHQUAKE LOADS

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

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

PARAMETRIC STUDY ON THE EFFECT OF MASONRY INFILL WALLS ON THE SEISMIC RESISTANCE OF RC BUILDINGS