ASRIC Journal of Engineering Sciences 2022 v2-i2
ISSN: 2795-3548
EISSN: 2795-3548
ASRIC Journal of Engineering Sciences 2022 v2-i2
The current research presents an experimental, analytical and finite element investigation to study shear enhancement of flat plates by shear heads. Experimental results of nine half-scale concrete flat plate specimens were tested. Three different column aspect ratio were tested in the current study as follows: 1:1, 2:1 and 4:1. Two different lengths of shear heads from column face equal to 2.00d and 2.60d were examined with change of column aspect ratios in which "d" is flat plate depth. Structural behaviors were evaluated in terms of overall load-deflection response, ultimate loading capacity and ductility.
Published: 2022-12-04
Articles
The effect of cohesive soil depth on consolidation coefficient and Compression index
M.A. Mahmoud, A.M. Radwan, M.A. Ali, A.A. Farag
The settlement is the most serious problem of fine-grained soils and caused by a phenomenon called soil consolidation. Most of previous studies were concerned with studying consolidation conditions depending on the consolidation's theories as Terzaghi's theory. In some cases, a simulation of reality is not given. It was necessary to study the effect of soil depth from ground surface on consolidati
Converting Egyptian Commercial Building to NZEB using Low- Carbon Measures
Ayman Mohameda, Moataz O. El-Sherif, Mohamed Fatouh
The present work aims at analyzing the energy savings of the low-carbon retrofitting measures in an existing administration building as well as their economic feasibility. Atstarting, energy consumption analysis of an exemplary existing commercial building inCairo (Egypt) is carried out. Then, low-carbon measures in the considered building areapplied and evaluated. The low- carbon measures includ
Contribution of Steel Shear Reinforcement in Two-Way Shear Resistance of Flat Plates (Parametric Study)
Mohamed M. Badawy
The current research presents an experimental, analytical and finite element investigation to study shear enhancement of flat plates by shear heads. Experimental results of nine half-scale concrete flat plate specimens were tested. Three different column aspect ratio were tested in the current study as follows: 1:1, 2:1 and 4:1. Two different lengths of shear heads from column face equal to 2.00d
Influence of cohesive soil depth on compressibility coefficient and coefficient of volume change
M.A. Mahmoud, A.M. Radwan , M.A. Ali , A.A. Farag
The settlement is the most serious problem of fine-grained soils which caused by a phenomenon called soil consolidation. Most of previous studies were concerned with studying consolidation conditions depending on the consolidation's theories as Terzaghi's theory. These studies, in some cases, do not give a simulation of reality representation. It was necessary to study the effect of soil depth fro
Issues
