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Pioneering

@ibrahimhbrc

5,0
1
0,0
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Pioneering Structural Engineers (PSE), LLC

$20 USD / hora
・
Bandeira do(a)
Egypt (4:26 AM)
・
Entrou em outubro 18, 2017
$20 USD / hora
・
I am the general manager and founder of Pioneering Structural Engineers, LLC. I hold a Ph.D. and am a structural consulting engineer in Cairo (Egypt). I am licensed as a Professional Engineer(PE). I am ready to stamp the drawings and calculation sheets with my USA PE stamp if needed. I have extensive experience +20 years of experience including the structural design and analysis of multi-story buildings using structural steel, reinforced concrete, post-tensioned and pre-stressed concrete, deep foundations, and structural masonry. I provided structural forensic studies and structural damage assessments throughout many locations around the world. I served as a credible expert witness and he analyzed and evaluated the cause of failures in a wide variety of structures, such as bridges, buildings, industrial structures, and metro stations under different extreme loading conditions. I am also registered as a structural consultant in the field of seismic assessment of existing buildings at the Applied Technology Council(ATC) of FEMA in California, USA. I work with my professional staff engineers who are into: 1. Excellent complete structural design competence for mainly reinforced concrete, steel, composite & and wooden structures; 2. In-depth knowledge of structural and civil codes (US, Indain & European Codes & Standards). 3. Assessment and evaluation the structural safety of the existing buildings; 4. Retrofitting design of un safe structures 5. Prepare the required studies and reports for repair, and strengthening of structures; and 6. Introducing others works related to structural engineering. We are using the most reliable computer software and comply with international codes and local standards, Please contact us for more details or any job inquiry you might have. We are professional, trustworthy, and reliable and offer quality service experience and a quick turn. Your prompt response will be highly appreciated. Note: We offer all engineering services at very competitive and special prices. Thanks & Regards, Pioneering Structural Engineers, LLC
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Freelancer Civil Engineers Egypt
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Portfólio

11503939
El-Sheikh Zaied Building, it is a private, non-governmental building, it is residential building(See to below image). One of the more challenging projects, I analyzed and studied the seismic evaluation of the 5th floors concrete structure consists of flat slabs columns, & isolated spread foundation. The building consists of 5 floors; basement, ground, first, second , and third residential floors. It is located in El-Sheikh Zaied District, Giza government, Egypt. It was constructed at 2012. The total construction cost was 7 million Egyptian pounds. The building was previously designed according to Egyptian code for the design and execution of reinforced concrete structures: Code No. ECP 203-2007. During the study, the building was without any finishing and masonry partitions (concrete skeleton only). The client requested to evaluate the overall structural safety of the building and submit a suitable design of repair, retrofitting, and strengthening methods if required.
Structural Assessment of Residential Concrete Building
El-Sheikh Zaied Building, it is a private, non-governmental building, it is residential building(See to below image). One of the more challenging projects, I analyzed and studied the seismic evaluation of the 5th floors concrete structure consists of flat slabs columns, & isolated spread foundation. The building consists of 5 floors; basement, ground, first, second , and third residential floors. It is located in El-Sheikh Zaied District, Giza government, Egypt. It was constructed at 2012. The total construction cost was 7 million Egyptian pounds. The building was previously designed according to Egyptian code for the design and execution of reinforced concrete structures: Code No. ECP 203-2007. During the study, the building was without any finishing and masonry partitions (concrete skeleton only). The client requested to evaluate the overall structural safety of the building and submit a suitable design of repair, retrofitting, and strengthening methods if required.
Structural Assessment of Residential Concrete Building
El-Sheikh Zaied Building, it is a private, non-governmental building, it is residential building(See to below image). One of the more challenging projects, I analyzed and studied the seismic evaluation of the 5th floors concrete structure consists of flat slabs columns, & isolated spread foundation. The building consists of 5 floors; basement, ground, first, second , and third residential floors. It is located in El-Sheikh Zaied District, Giza government, Egypt. It was constructed at 2012. The total construction cost was 7 million Egyptian pounds. The building was previously designed according to Egyptian code for the design and execution of reinforced concrete structures: Code No. ECP 203-2007. During the study, the building was without any finishing and masonry partitions (concrete skeleton only). The client requested to evaluate the overall structural safety of the building and submit a suitable design of repair, retrofitting, and strengthening methods if required.
Structural Assessment of Residential Concrete Building
11387056
Structural Assessment Analysis and design of the newly created Upper Floor Inside the Main Hall of the University (Hassan Al Sheikh Hall) Hassan All Sheikh Main Hall, King Faisal University, Saudi Arabia Structural System: Steel frames and composite Slabs The old main system was steel frames. The reason behind the university’s request to make a structural evaluation of this hall is the creation of the upper floor(hall) inside the main old hall (as a mezzanine floor). Not allow any internal columns to be built so as not to obstruct the view and movement in the ground hall, this was the real challenge to me. And so I created an unconventional structural style, which is to make composite floor by group of main & secondary steel beams(wide flange sections) supported on the main steel frames and overhang steel columns, as shown in the following figures. The used software for analysis & design was Csi ETABS V. 9.7.0 and the used US code was AISC ASD 89.
Structural Assessment Analysis & Check
Structural Assessment Analysis and design of the newly created Upper Floor Inside the Main Hall of the University (Hassan Al Sheikh Hall) Hassan All Sheikh Main Hall, King Faisal University, Saudi Arabia Structural System: Steel frames and composite Slabs The old main system was steel frames. The reason behind the university’s request to make a structural evaluation of this hall is the creation of the upper floor(hall) inside the main old hall (as a mezzanine floor). Not allow any internal columns to be built so as not to obstruct the view and movement in the ground hall, this was the real challenge to me. And so I created an unconventional structural style, which is to make composite floor by group of main & secondary steel beams(wide flange sections) supported on the main steel frames and overhang steel columns, as shown in the following figures. The used software for analysis & design was Csi ETABS V. 9.7.0 and the used US code was AISC ASD 89.
Structural Assessment Analysis & Check
Structural Assessment Analysis and design of the newly created Upper Floor Inside the Main Hall of the University (Hassan Al Sheikh Hall) Hassan All Sheikh Main Hall, King Faisal University, Saudi Arabia Structural System: Steel frames and composite Slabs The old main system was steel frames. The reason behind the university’s request to make a structural evaluation of this hall is the creation of the upper floor(hall) inside the main old hall (as a mezzanine floor). Not allow any internal columns to be built so as not to obstruct the view and movement in the ground hall, this was the real challenge to me. And so I created an unconventional structural style, which is to make composite floor by group of main & secondary steel beams(wide flange sections) supported on the main steel frames and overhang steel columns, as shown in the following figures. The used software for analysis & design was Csi ETABS V. 9.7.0 and the used US code was AISC ASD 89.
Structural Assessment Analysis & Check
Structural Assessment Analysis and design of the newly created Upper Floor Inside the Main Hall of the University (Hassan Al Sheikh Hall) Hassan All Sheikh Main Hall, King Faisal University, Saudi Arabia Structural System: Steel frames and composite Slabs The old main system was steel frames. The reason behind the university’s request to make a structural evaluation of this hall is the creation of the upper floor(hall) inside the main old hall (as a mezzanine floor). Not allow any internal columns to be built so as not to obstruct the view and movement in the ground hall, this was the real challenge to me. And so I created an unconventional structural style, which is to make composite floor by group of main & secondary steel beams(wide flange sections) supported on the main steel frames and overhang steel columns, as shown in the following figures. The used software for analysis & design was Csi ETABS V. 9.7.0 and the used US code was AISC ASD 89.
Structural Assessment Analysis & Check
11387044
Residential Timber Structure Located in Albarracín, Spain( See to image below): Due to its sustainability, capacity to filter CO2, and flexibility in terms of architectural design, cross-laminated wood (CLT) was chosen as the building material. I made the structural design of this structure. The used software was Dlubal RFEM, which also included the RF-LAMINATE add-on module, which was used to take orthotropic stiffness and strength into account for structural analysis and design. When compared to a uniaxial structural system, cross-laminated timber is more stiff because it can sustain bidirectional loads. I checked the natural vibrations and carry out a modal response spectrum analysis according to the Spanish standard NCSE-02, using the RF-DYNAM Pro add-on module to RFEM.
Design of Residential Timber Structure
11387040
Design & detailing of steel bridge located in Al-Hasa, Eastern Province , Saudi Arabia. The bridge has a total length of 1,525 ft. It consists of an arc construction with a span of 577 ft and trestle bridges on both sides with individual lengths of 98 and 147 ft, which are supported on roller bearings on truss pillars. There is a lane on top designed as open girder grillage; on the lane is a two-tier railroad track superstructure. Details What I Personally Performed in This Project: I designed all parts and components of the bridge based on US code (ANSI/AISC 303-22). See to image below of 3D analytical model of the bridge extracted from Dlubal RFEM.
Design & detailing of steel bridge
11387037
Project Name & Job Title: Based on the request of Egyptian Ministry of Foreign Trade located in Zamalek province, Cairo, Egypt, to conduct a complete structural design for administrative steel building consists of four-stories. I analyzed and designed the 4th stories steel administrative building consist of steel columns, steel beams , composite beams, composite deck slabs & concrete spread footings. Due to the higher value of live loads in the typical stories(1 ton/m2), because they will use as administrative office rooms and archive document storage, and due to the higher height of the ground floor and typical ones, so, I decided to design this structure as a steel structure rather than concrete one. Because this will be more economical and faster to construct. I prepared 3D finite element model by Csi ETABS software and I analyze and design the structure according to AISC USA Manual of Steel Construction (AISC ASD 89). The total construction cost = 15 million Egyptian Pound
Complete structural design for administrative steel building
11387026
Structural Engineering Pioneers Bureau(SEPB) has been providing its services since 1997, more than a quarter of a century. Specialized in advanced structural analysis work to solve many cases and problems faced by structural professional engineers. We're a team of senior structural engineers, professionals and experts. Description of Engineering and Consulting Services Provided SEPB provides the following engineering services (advanced structural analysis): ◼Forensic Structural Engineering ◼Structural Failure Analysis ◼Post-Failure Analysis ◼Determination of the Causes of a Failure of Structures such as Bridges, Buildings, Industrial Structures, and Metro Stations. ◼High-End Structural FEA Consulting and Design ◼Blast Effects Analysis: Finite Element models to understand and confirm the performance of buildings and structures subject to blast and shock loads. ◼Seismic Design of Nuclear Power Plant, Industrial Plants, Special Structures and Utility Structures.
Advanced Structural Analysis Problems
Structural Engineering Pioneers Bureau(SEPB) has been providing its services since 1997, more than a quarter of a century. Specialized in advanced structural analysis work to solve many cases and problems faced by structural professional engineers. We're a team of senior structural engineers, professionals and experts. Description of Engineering and Consulting Services Provided SEPB provides the following engineering services (advanced structural analysis): ◼Forensic Structural Engineering ◼Structural Failure Analysis ◼Post-Failure Analysis ◼Determination of the Causes of a Failure of Structures such as Bridges, Buildings, Industrial Structures, and Metro Stations. ◼High-End Structural FEA Consulting and Design ◼Blast Effects Analysis: Finite Element models to understand and confirm the performance of buildings and structures subject to blast and shock loads. ◼Seismic Design of Nuclear Power Plant, Industrial Plants, Special Structures and Utility Structures.
Advanced Structural Analysis Problems
Structural Engineering Pioneers Bureau(SEPB) has been providing its services since 1997, more than a quarter of a century. Specialized in advanced structural analysis work to solve many cases and problems faced by structural professional engineers. We're a team of senior structural engineers, professionals and experts. Description of Engineering and Consulting Services Provided SEPB provides the following engineering services (advanced structural analysis): ◼Forensic Structural Engineering ◼Structural Failure Analysis ◼Post-Failure Analysis ◼Determination of the Causes of a Failure of Structures such as Bridges, Buildings, Industrial Structures, and Metro Stations. ◼High-End Structural FEA Consulting and Design ◼Blast Effects Analysis: Finite Element models to understand and confirm the performance of buildings and structures subject to blast and shock loads. ◼Seismic Design of Nuclear Power Plant, Industrial Plants, Special Structures and Utility Structures.
Advanced Structural Analysis Problems
Structural Engineering Pioneers Bureau(SEPB) has been providing its services since 1997, more than a quarter of a century. Specialized in advanced structural analysis work to solve many cases and problems faced by structural professional engineers. We're a team of senior structural engineers, professionals and experts. Description of Engineering and Consulting Services Provided SEPB provides the following engineering services (advanced structural analysis): ◼Forensic Structural Engineering ◼Structural Failure Analysis ◼Post-Failure Analysis ◼Determination of the Causes of a Failure of Structures such as Bridges, Buildings, Industrial Structures, and Metro Stations. ◼High-End Structural FEA Consulting and Design ◼Blast Effects Analysis: Finite Element models to understand and confirm the performance of buildings and structures subject to blast and shock loads. ◼Seismic Design of Nuclear Power Plant, Industrial Plants, Special Structures and Utility Structures.
Advanced Structural Analysis Problems
11503939
El-Sheikh Zaied Building, it is a private, non-governmental building, it is residential building(See to below image). One of the more challenging projects, I analyzed and studied the seismic evaluation of the 5th floors concrete structure consists of flat slabs columns, & isolated spread foundation. The building consists of 5 floors; basement, ground, first, second , and third residential floors. It is located in El-Sheikh Zaied District, Giza government, Egypt. It was constructed at 2012. The total construction cost was 7 million Egyptian pounds. The building was previously designed according to Egyptian code for the design and execution of reinforced concrete structures: Code No. ECP 203-2007. During the study, the building was without any finishing and masonry partitions (concrete skeleton only). The client requested to evaluate the overall structural safety of the building and submit a suitable design of repair, retrofitting, and strengthening methods if required.
Structural Assessment of Residential Concrete Building
El-Sheikh Zaied Building, it is a private, non-governmental building, it is residential building(See to below image). One of the more challenging projects, I analyzed and studied the seismic evaluation of the 5th floors concrete structure consists of flat slabs columns, & isolated spread foundation. The building consists of 5 floors; basement, ground, first, second , and third residential floors. It is located in El-Sheikh Zaied District, Giza government, Egypt. It was constructed at 2012. The total construction cost was 7 million Egyptian pounds. The building was previously designed according to Egyptian code for the design and execution of reinforced concrete structures: Code No. ECP 203-2007. During the study, the building was without any finishing and masonry partitions (concrete skeleton only). The client requested to evaluate the overall structural safety of the building and submit a suitable design of repair, retrofitting, and strengthening methods if required.
Structural Assessment of Residential Concrete Building
El-Sheikh Zaied Building, it is a private, non-governmental building, it is residential building(See to below image). One of the more challenging projects, I analyzed and studied the seismic evaluation of the 5th floors concrete structure consists of flat slabs columns, & isolated spread foundation. The building consists of 5 floors; basement, ground, first, second , and third residential floors. It is located in El-Sheikh Zaied District, Giza government, Egypt. It was constructed at 2012. The total construction cost was 7 million Egyptian pounds. The building was previously designed according to Egyptian code for the design and execution of reinforced concrete structures: Code No. ECP 203-2007. During the study, the building was without any finishing and masonry partitions (concrete skeleton only). The client requested to evaluate the overall structural safety of the building and submit a suitable design of repair, retrofitting, and strengthening methods if required.
Structural Assessment of Residential Concrete Building
11387056
Structural Assessment Analysis and design of the newly created Upper Floor Inside the Main Hall of the University (Hassan Al Sheikh Hall) Hassan All Sheikh Main Hall, King Faisal University, Saudi Arabia Structural System: Steel frames and composite Slabs The old main system was steel frames. The reason behind the university’s request to make a structural evaluation of this hall is the creation of the upper floor(hall) inside the main old hall (as a mezzanine floor). Not allow any internal columns to be built so as not to obstruct the view and movement in the ground hall, this was the real challenge to me. And so I created an unconventional structural style, which is to make composite floor by group of main & secondary steel beams(wide flange sections) supported on the main steel frames and overhang steel columns, as shown in the following figures. The used software for analysis & design was Csi ETABS V. 9.7.0 and the used US code was AISC ASD 89.
Structural Assessment Analysis & Check
Structural Assessment Analysis and design of the newly created Upper Floor Inside the Main Hall of the University (Hassan Al Sheikh Hall) Hassan All Sheikh Main Hall, King Faisal University, Saudi Arabia Structural System: Steel frames and composite Slabs The old main system was steel frames. The reason behind the university’s request to make a structural evaluation of this hall is the creation of the upper floor(hall) inside the main old hall (as a mezzanine floor). Not allow any internal columns to be built so as not to obstruct the view and movement in the ground hall, this was the real challenge to me. And so I created an unconventional structural style, which is to make composite floor by group of main & secondary steel beams(wide flange sections) supported on the main steel frames and overhang steel columns, as shown in the following figures. The used software for analysis & design was Csi ETABS V. 9.7.0 and the used US code was AISC ASD 89.
Structural Assessment Analysis & Check
Structural Assessment Analysis and design of the newly created Upper Floor Inside the Main Hall of the University (Hassan Al Sheikh Hall) Hassan All Sheikh Main Hall, King Faisal University, Saudi Arabia Structural System: Steel frames and composite Slabs The old main system was steel frames. The reason behind the university’s request to make a structural evaluation of this hall is the creation of the upper floor(hall) inside the main old hall (as a mezzanine floor). Not allow any internal columns to be built so as not to obstruct the view and movement in the ground hall, this was the real challenge to me. And so I created an unconventional structural style, which is to make composite floor by group of main & secondary steel beams(wide flange sections) supported on the main steel frames and overhang steel columns, as shown in the following figures. The used software for analysis & design was Csi ETABS V. 9.7.0 and the used US code was AISC ASD 89.
Structural Assessment Analysis & Check
Structural Assessment Analysis and design of the newly created Upper Floor Inside the Main Hall of the University (Hassan Al Sheikh Hall) Hassan All Sheikh Main Hall, King Faisal University, Saudi Arabia Structural System: Steel frames and composite Slabs The old main system was steel frames. The reason behind the university’s request to make a structural evaluation of this hall is the creation of the upper floor(hall) inside the main old hall (as a mezzanine floor). Not allow any internal columns to be built so as not to obstruct the view and movement in the ground hall, this was the real challenge to me. And so I created an unconventional structural style, which is to make composite floor by group of main & secondary steel beams(wide flange sections) supported on the main steel frames and overhang steel columns, as shown in the following figures. The used software for analysis & design was Csi ETABS V. 9.7.0 and the used US code was AISC ASD 89.
Structural Assessment Analysis & Check
11387044
Residential Timber Structure Located in Albarracín, Spain( See to image below): Due to its sustainability, capacity to filter CO2, and flexibility in terms of architectural design, cross-laminated wood (CLT) was chosen as the building material. I made the structural design of this structure. The used software was Dlubal RFEM, which also included the RF-LAMINATE add-on module, which was used to take orthotropic stiffness and strength into account for structural analysis and design. When compared to a uniaxial structural system, cross-laminated timber is more stiff because it can sustain bidirectional loads. I checked the natural vibrations and carry out a modal response spectrum analysis according to the Spanish standard NCSE-02, using the RF-DYNAM Pro add-on module to RFEM.
Design of Residential Timber Structure
11387040
Design & detailing of steel bridge located in Al-Hasa, Eastern Province , Saudi Arabia. The bridge has a total length of 1,525 ft. It consists of an arc construction with a span of 577 ft and trestle bridges on both sides with individual lengths of 98 and 147 ft, which are supported on roller bearings on truss pillars. There is a lane on top designed as open girder grillage; on the lane is a two-tier railroad track superstructure. Details What I Personally Performed in This Project: I designed all parts and components of the bridge based on US code (ANSI/AISC 303-22). See to image below of 3D analytical model of the bridge extracted from Dlubal RFEM.
Design & detailing of steel bridge
11387037
Project Name & Job Title: Based on the request of Egyptian Ministry of Foreign Trade located in Zamalek province, Cairo, Egypt, to conduct a complete structural design for administrative steel building consists of four-stories. I analyzed and designed the 4th stories steel administrative building consist of steel columns, steel beams , composite beams, composite deck slabs & concrete spread footings. Due to the higher value of live loads in the typical stories(1 ton/m2), because they will use as administrative office rooms and archive document storage, and due to the higher height of the ground floor and typical ones, so, I decided to design this structure as a steel structure rather than concrete one. Because this will be more economical and faster to construct. I prepared 3D finite element model by Csi ETABS software and I analyze and design the structure according to AISC USA Manual of Steel Construction (AISC ASD 89). The total construction cost = 15 million Egyptian Pound
Complete structural design for administrative steel building
11387026
Structural Engineering Pioneers Bureau(SEPB) has been providing its services since 1997, more than a quarter of a century. Specialized in advanced structural analysis work to solve many cases and problems faced by structural professional engineers. We're a team of senior structural engineers, professionals and experts. Description of Engineering and Consulting Services Provided SEPB provides the following engineering services (advanced structural analysis): ◼Forensic Structural Engineering ◼Structural Failure Analysis ◼Post-Failure Analysis ◼Determination of the Causes of a Failure of Structures such as Bridges, Buildings, Industrial Structures, and Metro Stations. ◼High-End Structural FEA Consulting and Design ◼Blast Effects Analysis: Finite Element models to understand and confirm the performance of buildings and structures subject to blast and shock loads. ◼Seismic Design of Nuclear Power Plant, Industrial Plants, Special Structures and Utility Structures.
Advanced Structural Analysis Problems
Structural Engineering Pioneers Bureau(SEPB) has been providing its services since 1997, more than a quarter of a century. Specialized in advanced structural analysis work to solve many cases and problems faced by structural professional engineers. We're a team of senior structural engineers, professionals and experts. Description of Engineering and Consulting Services Provided SEPB provides the following engineering services (advanced structural analysis): ◼Forensic Structural Engineering ◼Structural Failure Analysis ◼Post-Failure Analysis ◼Determination of the Causes of a Failure of Structures such as Bridges, Buildings, Industrial Structures, and Metro Stations. ◼High-End Structural FEA Consulting and Design ◼Blast Effects Analysis: Finite Element models to understand and confirm the performance of buildings and structures subject to blast and shock loads. ◼Seismic Design of Nuclear Power Plant, Industrial Plants, Special Structures and Utility Structures.
Advanced Structural Analysis Problems
Structural Engineering Pioneers Bureau(SEPB) has been providing its services since 1997, more than a quarter of a century. Specialized in advanced structural analysis work to solve many cases and problems faced by structural professional engineers. We're a team of senior structural engineers, professionals and experts. Description of Engineering and Consulting Services Provided SEPB provides the following engineering services (advanced structural analysis): ◼Forensic Structural Engineering ◼Structural Failure Analysis ◼Post-Failure Analysis ◼Determination of the Causes of a Failure of Structures such as Bridges, Buildings, Industrial Structures, and Metro Stations. ◼High-End Structural FEA Consulting and Design ◼Blast Effects Analysis: Finite Element models to understand and confirm the performance of buildings and structures subject to blast and shock loads. ◼Seismic Design of Nuclear Power Plant, Industrial Plants, Special Structures and Utility Structures.
Advanced Structural Analysis Problems
Structural Engineering Pioneers Bureau(SEPB) has been providing its services since 1997, more than a quarter of a century. Specialized in advanced structural analysis work to solve many cases and problems faced by structural professional engineers. We're a team of senior structural engineers, professionals and experts. Description of Engineering and Consulting Services Provided SEPB provides the following engineering services (advanced structural analysis): ◼Forensic Structural Engineering ◼Structural Failure Analysis ◼Post-Failure Analysis ◼Determination of the Causes of a Failure of Structures such as Bridges, Buildings, Industrial Structures, and Metro Stations. ◼High-End Structural FEA Consulting and Design ◼Blast Effects Analysis: Finite Element models to understand and confirm the performance of buildings and structures subject to blast and shock loads. ◼Seismic Design of Nuclear Power Plant, Industrial Plants, Special Structures and Utility Structures.
Advanced Structural Analysis Problems
Mudanças salvas
5.0 · 1 Review
Avaliações
K
Residential Building Structural Analysis • ₹600 INR
He has done a splendid job. Professional and was very helpful in clarifying doubts.
Karthik L.
@Karthiksamyak
•
Bandeira do(a)
Mysore, India
•
há 1 mês
Compartilhar
Experiência
Dr. Eng & Licensed Structural Engineer
out., 1997 - Presente
•
27 anos, 2 meses
Pioneering Structural Engineers (PSE), LLC
out., 1997 - Presente
•
27 anos, 2 meses
I am the general manager and founder of Pioneering Structural Engineers (PSE), LLC. I am Ph.D. holder and structural Consulting engineer in Cairo (Egypt). I am licensed as a Professional Engineer(PE). I am ready to stamp the drawings and calculation sheets with my USA PE stamp if needed. I have extensive experience of +20 years of experience including the structural design and analysis of multi-story buildings using structural steel, reinforced concrete, and post-tensioned.
out., 1997 - Presente
•
27 anos, 2 meses
Educação
Cairo University
1998 - 2002
•
4 anos
Doctor Degree (Ph. D.) in Structural Engineering
Bandeira do(a)
Egypt
1998 - 2002
•
4 anos
Qualificações
Registered & Certified as a Professional Engineer (PE # 19082)
2022
Wyoming Board of Professional Engineers, WY, USA
Professional Registration 1) Registered & Certified as a Professional Engineer (PE # 19082) by the Wyoming Board of Professional Engineers, WY, USA. 2) My Approved NCEES Record (ID: 20-731-24), National Council of Examiners for Engineering & Surveying, SC, USA. 3) Registered Senior Structural Consultant (#47/2012) at Development Research & Studies Organization (DRSO) in the Ministry of Housing, Utilities & Urban Communities, Cairo, Egypt.
2022
Publicações
Technical Text Book: "Seismic Evaluation of Existing Buildings"
Dar El-Marrafa Library, Cairo, Egypt
Structural Assessment & Retrofitting of Existing Concrete Structures : Nonlinear Analysis Methods for Evaluating Seismic Performance of Multi-Story RC Buildings
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