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Avatar del usuario
$20 USD / hora
Bandera de EGYPT
cairo, egypt
$20 USD / hora
Aquí son las 11:04 a. m.
Se unió el mayo 9, 2018
0 Recomendaciones

Basel E.

@baselbasel07

 4,9 (8 comentarios)
5,0
5,0
100%
100%
$20 USD / hora
Bandera de EGYPT
cairo, egypt
$20 USD / hora
100 %
Trabajos finalizados
94 %
Dentro del presupuesto
100 %
A tiempo
22 %
Tasa de recontratación

PhD, Structural Engineer

PhD in structural engineering -designed a lot of concrete and steel structures -worked as structural engineer in UAE government -I have a number of published research articles in steel and cold formed steel structures expert in structural programs like Ansys,staad,sap,stabs,safe, ram concept ,,,,, big knowledge in US and international codes -expert in seismic design -Expert in design and modeling of Light-gauge steel framing
Freelancer Structural Engineers Egypt
Ver todo Structural Engineers en Egypt

Contacta Basel E. sobre tu trabajo

Inicia sesión para comentar cualquier detalle por chat.

Portafolio

7124556
Light-gauge steel Framing Using for Howick machine
Light-gauge steel Framing Using for Howick machine
Light-gauge steel Framing Using for Howick machine
Light-gauge steel Framing Using for Howick machine
5528046
A rounded steel stack of 22 ft hieght (6.7m) and 24 inches (0.609 m) outer diameter and 7/64 inch thickness is lined from inside with brick/mortar with thickness of 4.5 inches (114 mm). the stack is connected to an incinerator at its base using bolts (12mm dia). The stack is composed of segments each segment with amximum hiegth of 3ft. Segments are connected to each other using bolts.
Stack of 22 ft
A rounded steel stack of 22 ft hieght (6.7m) and 24 inches (0.609 m) outer diameter and 7/64 inch thickness is lined from inside with brick/mortar with thickness of 4.5 inches (114 mm). the stack is connected to an incinerator at its base using bolts (12mm dia). The stack is composed of segments each segment with amximum hiegth of 3ft. Segments are connected to each other using bolts.
Stack of 22 ft
5503999
PT Floors
PT Floors
5501850
minaret FE analysis using ANSYS under wind loads considering large deformation analysis
42m minaret FE analysis
minaret FE analysis using ANSYS under wind loads considering large deformation analysis
42m minaret FE analysis
4721407
piles
piles
4721406
etabs model for HRB
etabs model for HRB
7124556
Light-gauge steel Framing Using for Howick machine
Light-gauge steel Framing Using for Howick machine
Light-gauge steel Framing Using for Howick machine
Light-gauge steel Framing Using for Howick machine
5528046
A rounded steel stack of 22 ft hieght (6.7m) and 24 inches (0.609 m) outer diameter and 7/64 inch thickness is lined from inside with brick/mortar with thickness of 4.5 inches (114 mm). the stack is connected to an incinerator at its base using bolts (12mm dia). The stack is composed of segments each segment with amximum hiegth of 3ft. Segments are connected to each other using bolts.
Stack of 22 ft
A rounded steel stack of 22 ft hieght (6.7m) and 24 inches (0.609 m) outer diameter and 7/64 inch thickness is lined from inside with brick/mortar with thickness of 4.5 inches (114 mm). the stack is connected to an incinerator at its base using bolts (12mm dia). The stack is composed of segments each segment with amximum hiegth of 3ft. Segments are connected to each other using bolts.
Stack of 22 ft
5503999
PT Floors
PT Floors
5501850
minaret FE analysis using ANSYS under wind loads considering large deformation analysis
42m minaret FE analysis
minaret FE analysis using ANSYS under wind loads considering large deformation analysis
42m minaret FE analysis
4721407
piles
piles
4721406
etabs model for HRB
etabs model for HRB

Comentarios

Cambios guardados
Mostrando 1 - 5 de 8 reseñas
 Filtrar reseñas por:
5,0
$1.050,00 USD
Concrete Foundation Design Engineering
Basel has provided excellent and timely service. It was easy to communicate with him. He is very detailed in his presentation of his results. He has many software tools and is knowledgeable of his craft. We highly recommend him for Civil & Structural analysis, engineering and design. We are looking forward to working with him again in the near future.
Engineering
Building Architecture
Civil Engineering
Structural Engineering
AutoCAD
G
Bandera de Kurt G.
@gshipllc2021
•
hace 2 años
5,0
$250,00 USD
FEA FOR TOWERS
Very capable and productive in his work. Good communication skills and had no trouble understanding him. Documents produced were very thorough and professional. Will definitely utilize his services again!
CAD/CAM
Solidworks
Mechanical Engineering
Finite Element Analysis
3D Modelling
G
Bandera de Kurt G.
@gshipllc2021
•
hace 3 años
5,0
$133,00 USD
Structure calculation for Handrail
Professional work with nice communication, this is the second time work with him, excellent!
Engineering
Mechanical Engineering
Civil Engineering
Structural Engineering
AutoCAD
J
Bandera de Zhang X.
@JohnTBK
•
hace 3 años
5,0
$133,00 USD
Structure calculation - Stainless Steel column cladding
Good job, nice communication.
Engineering
Mechanical Engineering
Civil Engineering
Structural Engineering
AutoCAD
J
Bandera de Zhang X.
@JohnTBK
•
hace 3 años
5,0
$392,00 AUD
Light Gauge Steel Section Analysis
Very knowledgeable, responsive, professional, and delivered on time. It was a pleasure working with Basel, and I hope to use his services again in the future.
Excel
Structural Engineering
Finite Element Analysis
S
Bandera de Stefan T.
@Stefan4034
•
hace 4 años

Experiencia

Lead Structural Engineer

Consultant office
sept 2007 - Presente
Consultant office

Educación

Phd

Cairo University, Egypt 2011 - 2018
(7 años)

MSc.

Cairo University, Egypt 2008 - 2010
(2 años)

BSc.

Cairo University, Egypt 2002 - 2007
(5 años)

Publicaciones

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.

Contacta Basel E. sobre tu trabajo

Inicia sesión para comentar cualquier detalle por chat.

Verificaciones

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Facebook conectado

Principales habilidades

Structural Engineering 8
Civil Engineering 6
Finite Element Analysis 2
Ansys

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