EHAVIOR OF HIGH STRENGTH R.C ONE WAY SLABS UNDER THE EFFECT OF CONCENTRATED AND LINE LOADS.

Resistance of Punching Shear Strength of RC Flat Slabs According to Laboratory and Finite Element Analysis Study Comparison of International Codes

Analysis of RC Columns and Slabs Subjected to Blast Loadings

ASSESSMENT OF TWO-WAY R.C SLABS STRENGTHENED USING LOWER CONCRETE LAYER REINFORCED BY FRP BARS

COMPARISON BETWEEN THE DESIGN LATERAL LOADS ON R.C. HIGH RISE BUILDINGS ACCORDING TO THE RECENT EGYPTIAN CODES

Behavior of RC Slabs subjected to Eccentric Punching Shear

Numerical Assessment of RC Slab Subjected to Impact Loading

Evaluation of the Egyptian code for Seismic design of regular frames using the performance-based design methods

Analytical and numerical assessment of Egyptian code compared with international standards for the analysis of braced diaphragm wall

NEW PROPOSED FORMULA FOR R.C. COLUMN SLENDERNESS RATIO LINKED WITH CONCRETE COMPRESSIVE STRENGTH AND STRESSES ON COLUMNS