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cairo, egypt
It's currently 11:28 AM here
Joined May 9, 2018
0 Recommendations
Basel E.
@baselbasel07
5.0
5.0
100%
100%
cairo, egypt
100%
Jobs Completed
94%
On Budget
100%
On Time
22%
Repeat Hire Rate
PhD, Structural Engineer
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Portfolio
Portfolio
Light-gauge steel Framing Using for Howick machine
Light-gauge steel Framing Using for Howick machine
Stack of 22 ft
Stack of 22 ft
PT Floors
42m minaret FE analysis
42m minaret FE analysis
piles
etabs model for HRB
Light-gauge steel Framing Using for Howick machine
Light-gauge steel Framing Using for Howick machine
Stack of 22 ft
Stack of 22 ft
PT Floors
42m minaret FE analysis
42m minaret FE analysis
piles
etabs model for HRB
Reviews
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Showing 1 - 5 out of 8 reviews
$1,050.00 USD
Engineering
Building Architecture
Civil Engineering
Structural Engineering
AutoCAD
G
•
$250.00 USD
CAD/CAM
Solidworks
Mechanical Engineering
Finite Element Analysis
3D Modelling
G
•
$133.00 USD
Engineering
Mechanical Engineering
Civil Engineering
Structural Engineering
AutoCAD
J
•
$133.00 USD
Engineering
Mechanical Engineering
Civil Engineering
Structural Engineering
AutoCAD
J
•
$392.00 AUD
Excel
Structural Engineering
Finite Element Analysis
S
•
Experience
Lead Structural Engineer
Sep 2007 - Present
Consultant office
Education
Phd
(7 years)
MSc.
(2 years)
BSc.
(5 years)
Publications
Effect of Imperfections on the Ultimate Shear Strength of Tapered Girders
American Institute of Steel Construction.
Effect of Imperfections on the Ultimate Shear Strength of Tapered Girders
Buckling strength of axially loaded cold formed built-up I-sections with and without stiffened web
Elsevier
This paper presents a numerical procedure using finite element analysis for the calculation of axial strength of cold formed steel built-up I-sections composed of two back-to-back channels or stiffened web sigma (Σ). The material nonlinearity of the plane and curved parts of the section were considered in the model. The effects of initial local and global geometric imperfections as well as the membrane residual stresses have been taken into consideration in the FE model.
”Computational Study of Cold-Formed-Steel X-braced Shearwalls
Advances in Civil Engineering
The aim of this paper was to present a verified finite element method that represents the full-scale-braced shear walls under seismic loads and to study their ductility. The models account for different types of material and geometric nonlinearities. The screws that connect the cold-formed-steel (CFS) studs, tracks, gusset plates, and braces are considered explicitly in the model.
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