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Researches

Behavior of large-scale columns strengthened with basalt fiber-reinforced polymers sheets or bars and hybrid FRPs

Comparative Analysis of Eccentric Reinforced Concrete Columns Strengthened with BFRP and Hybrid FRPs: Experimental and Numerical Investigation

Comparative study on fresh, mechanical, microstructures properties and corrosion resistance of self compacted concrete incorporating nanoparticles extracted from industrial wastes under various curing conditions

Influence of nano waste materials on the mechanical properties, microstructure, and corrosion resistance of self-compacted concrete

Nano-calcium carbonate vs nano-glass: Improving fire and corrosion resistance in ultra-high performance concrete

Seismic Response of Reinforced Concrete Flat Slab Structures with Transfer Beams Subjected to Lateral Loads

Studying the Effects of Opening Size and Location on Punching Shear Resistance of Flat Slabs Using ANSYS V.19

Studying the effects of shear studs on the punching shear resistance of thin flat slabs with edge column connections and openings

تناولت هذه الدراسة سلوك القص الثاقب (الخرم) في البلاطات المسطحة الرقيقة (بأبعاد 1500×1000×120 ملم) التي تحتوي على فتحات مجاورة للأعمدة الطرفية، حيث تم تقييم ثلاث طرق لتسليح القص: القضبان المنحنية، والأحزمة القصية، والقضبان القصية (الشير ستَدز). أظهرت الا

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Contact Details
Department: Civil Engineering Department
Place: Bulding C
Mobile: 0000
Telephone: 00000
Contact Details: naglaa.fahmy@mhiet.edu.eg
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