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Afshin G.

@AfshinGhaemi

monthly-level-three.svgverified-v2.svg
4,8
1
2,6
2,6
100%

Experienced structural designer

$20 USD / hora
・
Bandera de
Turkey (10:25 p. m.)
・
Se unió el octubre 29, 2023
$20 USD / hora
・
• Perform analysis and detailed design computations of various residential, administrative, commercial, cultural, educational, heritage, multi-functional complexes, industrial, airport & seaport buildings, etc. • Assessment of existing structure for retrofit/rehabilitation/renovation • Perform seismic retrofit studies for various buildings. • Prepare drawings and documentation as well as technical reports for the relevant organizations and authorities • Manage the project through different phases in collaboration with architects, MEP Engineers, builders, stakeholders, and official authorities . Architectural design
Verificaciones
A tiempo
100 %
Dentro del presupuesto
100 %
Aceptar tarifa
100 %
Freelancer Civil Engineers Turkey
Ver todo Civil Engineers en Turkey

Portafolio

Portafolio

12476595
An urban monument was designed with a steel structure. it consists of steel structure and non-structural parts. Seismic and wind loads are applied to the structure.
MONUMENT
An urban monument was designed with a steel structure. it consists of steel structure and non-structural parts. Seismic and wind loads are applied to the structure.
MONUMENT
11856340
The project acts as a reservoir tank, and consists of concrete walls, a floor, and a covering roof. The tank was divided to 3 parts according to usage. fluid and soil pressure loads are applied to the structure and design was based on ACI 318.
CONCRETE WATER TANK
The project acts as a reservoir tank, and consists of concrete walls, a floor, and a covering roof. The tank was divided to 3 parts according to usage. fluid and soil pressure loads are applied to the structure and design was based on ACI 318.
CONCRETE WATER TANK
12435769
The 30-meter-long arced structure was designed in accordance with Eurocode standards, considering vibrations from vehicle movement and temperature gradients. It features concrete columns and boxed steel beams, optimized for both architectural constraints and structural performance. To enhance stability, the beams must be adequately laterally braced. Furthermore, special attention should be given to ensuring the structural integrity of the floors and connections.
Ramped Parking IN Morroco
The 30-meter-long arced structure was designed in accordance with Eurocode standards, considering vibrations from vehicle movement and temperature gradients. It features concrete columns and boxed steel beams, optimized for both architectural constraints and structural performance. To enhance stability, the beams must be adequately laterally braced. Furthermore, special attention should be given to ensuring the structural integrity of the floors and connections.
Ramped Parking IN Morroco
The 30-meter-long arced structure was designed in accordance with Eurocode standards, considering vibrations from vehicle movement and temperature gradients. It features concrete columns and boxed steel beams, optimized for both architectural constraints and structural performance. To enhance stability, the beams must be adequately laterally braced. Furthermore, special attention should be given to ensuring the structural integrity of the floors and connections.
Ramped Parking IN Morroco
12456894
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
12435770
Project description. The structure is an ICF (Insulating Concrete Formwork) with concrete shear walls working together through the RC slabs. Due to architectural design limitations, some walls were settled on cantilever floors. The elegance of architecture imposed a dimensional limitation on the structure. Lateral and gravitational design was considered.
ICF Concrete house in NSW
12155316
Hanger with 80 meter span length and 26 meter height.
HANGER
Hanger with 80 meter span length and 26 meter height.
HANGER
12476595
An urban monument was designed with a steel structure. it consists of steel structure and non-structural parts. Seismic and wind loads are applied to the structure.
MONUMENT
An urban monument was designed with a steel structure. it consists of steel structure and non-structural parts. Seismic and wind loads are applied to the structure.
MONUMENT
11856340
The project acts as a reservoir tank, and consists of concrete walls, a floor, and a covering roof. The tank was divided to 3 parts according to usage. fluid and soil pressure loads are applied to the structure and design was based on ACI 318.
CONCRETE WATER TANK
The project acts as a reservoir tank, and consists of concrete walls, a floor, and a covering roof. The tank was divided to 3 parts according to usage. fluid and soil pressure loads are applied to the structure and design was based on ACI 318.
CONCRETE WATER TANK
12435769
The 30-meter-long arced structure was designed in accordance with Eurocode standards, considering vibrations from vehicle movement and temperature gradients. It features concrete columns and boxed steel beams, optimized for both architectural constraints and structural performance. To enhance stability, the beams must be adequately laterally braced. Furthermore, special attention should be given to ensuring the structural integrity of the floors and connections.
Ramped Parking IN Morroco
The 30-meter-long arced structure was designed in accordance with Eurocode standards, considering vibrations from vehicle movement and temperature gradients. It features concrete columns and boxed steel beams, optimized for both architectural constraints and structural performance. To enhance stability, the beams must be adequately laterally braced. Furthermore, special attention should be given to ensuring the structural integrity of the floors and connections.
Ramped Parking IN Morroco
The 30-meter-long arced structure was designed in accordance with Eurocode standards, considering vibrations from vehicle movement and temperature gradients. It features concrete columns and boxed steel beams, optimized for both architectural constraints and structural performance. To enhance stability, the beams must be adequately laterally braced. Furthermore, special attention should be given to ensuring the structural integrity of the floors and connections.
Ramped Parking IN Morroco
12456894
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
It is an industrial shed with several cranes. The total span is 61.6 meters. The project’s site is located in high risk zone, and is structurally irregular in elevation. Gravitational and wind loads were applied to the ceilings, beams and columns in the form of distributed and concentrated loads and earthquake loads were assigned with auto Lateral load distribution.
Factory
12435770
Project description. The structure is an ICF (Insulating Concrete Formwork) with concrete shear walls working together through the RC slabs. Due to architectural design limitations, some walls were settled on cantilever floors. The elegance of architecture imposed a dimensional limitation on the structure. Lateral and gravitational design was considered.
ICF Concrete house in NSW
12155316
Hanger with 80 meter span length and 26 meter height.
HANGER
Hanger with 80 meter span length and 26 meter height.
HANGER
Cambios guardados
4.8 · 1 Review
Opiniones
Avatar del usuario
Steel Building & Pipe Support Design • $200 USD
Afshin demonstrated exceptional knowledge and experience on my project. He was fast in his responses, communicated respectfully, and showed great patience. Afshin was always willing to go the extra mile to ensure my work was completed to the highest standard. I am extremely satisfied with his contributions and would definitely hire him again.
Reedah R.
@CPS0GRA
•
Bandera de
Lagos, Nigeria
•
hace 8 meses
Compartir
Experiencia
Senior Structural Engineer/Project Manager/Head of Design Department
dic, 2002 - jun, 2016
•
13 años, 5 meses
ATA
dic, 2002 - jun, 2016
•
13 años, 5 meses
• Perform analysis and detailed design computations of various residential, administrative, commercial, cultural, educational, heritage, multi-functional complexes, industrial, airport & seaport buildings etc. • Assessment of existing structure for retrofit/rehabilitation • Perform seismic retrofit studies for various buildings. • Prepare drawings and documentation as well as technical reports for the relevant organizations and authorities • Manage the project through different phases
dic, 2002 - jun, 2016
•
13 años, 5 meses
Calificaciones
“The Theory and Practice of Performance-Based Design”
2015
CSI
“The Theory and Practice of Performance-Based Design”
2015
“Specialized course on seismic retrofit, Pushover analysis in ETABS & SAP”
2009
Polytechnic University
“Specialized course on seismic retrofit, Pushover analysis in ETABS & SAP”
2009
“Earthquake resistant steel & concrete structures”
2006
C.O.B.I
“Earthquake resistant steel & concrete structures”
2006
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