CV_Tarek_Hassan_Dec 2015

TAREK KAMAL HASSAN MOHAMED
1. PERSONAL INFORMATION
Last name : Mohamed
Given names : Tarek Kamal Hassan
Date of birth : April 24, 1972
Citizenship : Egyptian - Canadian
Occupation : - Professor of Concrete Structures
Department of Structural Engineering
Faculty of Engineering
Ain Shams University (Since Feb. 2013)
- Senior Associate
Dar Al Handasah Consultants, Cairo, Egypt
Mailing address : 14 Gamal Nouh Street
Almaza, Cairo, Egypt
Phone No. (Office) : 02-35318087
Phone No. (Home) : 02- 2417-4099
Mobile : 01002188906 / 01000987722
Email : tarek.hassan@dargroup.com
2. EDUCATION
Ph.D. : Civil and Geological Engineering Department
University of Manitoba, Winnipeg, MB, Canada
Year Granted : October 2002
Thesis Title : Flexural Performance and Bond Characteristics of FRP
Strengthening Techniques for Concrete Structures
Advisor : Dr. Sami H. Rizkalla / Dr. Aftab Mufti
M.Sc. : Civil and Geological Engineering Department
University of Manitoba, Winnipeg, MB, Canada
Year Granted : Feb. 1999
Thesis Title : Behavior of Concrete Bridge Decks Reinforced with Fiber
Reinforced Polymers
Advisor : Dr. Sami H. Rizkalla
B.Sc. : Structural Engineering Department
Ain Shams University, Cairo, Egypt
Year Granted : June 1995
Graduation Project: Design of Reinforced Concrete Structures
Grade : Distinction with Honors degree
{Order of merit was the 1st out of 139 students}

Dr. Tarek Kamal Hassan Mohamed: Curriculum Vitae
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3. AWARDS AND CERTIFICATES
AWARD INSTITUTION VALUE YEAR
Consulting Engineer
(RC Structures)
Egyptian Syndicate
of Engineering
CERTIFICATE June 2011
Passed DUBAI
Municipality Exam for the
Design of Structures with
Unlimited Height
Dubai Municipality,
UAE
CERTIFICATE April 2010
BEST PAPER AWARD
PRECAST
PRESTRESSED
CONCRETE
INSTITUTE,
USA
CERTIFICATE
2007
NSERC POST DOCTORAL
FELLOWSHIP
NATIONAL AWARD,
CANADA
$35,000/YEAR JAN. 2003 – DEC. 2004
EDWARD TOPORECK
GRADUATE SCHOLARSHIP
UNIVERSITY OF
MANITOBA, CANADA
$ 3,800 NOV. 2001
TEACHING ASSISTANT
AWARD
UNIVERSITY OF
MANITOBA, CANADA
$ 100 JUNE 2001
EDWARD TOPORECK
UNIVERSITY OF
MANITOBA, CANADA
$ 3,800 NOV. 2000
TOP-UP AWARD
UNIVERSITY OF
MANITOBA, CANADA
$10,000/YEAR AUGUST 2000 – JULY 2002
NSERC POST GRADUATE
SCHOLARSHIP - B
NATIONAL AWARD $ 19,100/YEAR MAY 2000- APRIL 2002
UMSU SCHOLARSHIP
UNIVERSITY OF
MANITOBA, CANADA
$ 875 JULY 1999
GORDON P. OSLER
UNIVERSITY OF
MANITOBA, CANADA
$6,000 JUNE 1999
UNIVERSITY OF MANITOBA
GRADUATE FELLOWSHIP
(Ph.D)
UNIVERSITY OF
MANITOBA, CANADA
$ 16,000/YEAR APRIL 1999- MAY 2000
UNIVERSITY OF MANITOBA
GRADUATE FELLOWSHIP
(M.SC.)
UNIVERSITY OF
MANITOBA, CANADA
$8,000/ YEAR SEPTEMBER 1998
UNDER GRADUATE
DISTINCTION AWARD
AIN-SHAMS
UNIVERSITY, EGYPT
$ 50/YEAR SEP. 1990- JUNE 1995

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4. PROFESSIONAL EXPERIENCE
POSITION EMPLOYER DATES
SENIOR ASSOCIATE AND
HEAD OF DESIGN UNIT
DAR AL - HANDASAH CONSULTANTS JUNE 2011-PRESENT
SENIOR STRUCTURAL
ENGINEER AND GROUP
LEADER
DAR AL - HANDASAH CONSULTANTS NOV. 2004- JUNE 2011
ASSOCIATE PROFESSOR AIN SHAMS UNIVERSITY, CAIRO, EGYPT JAN. 2008- PRESENT
ASSISTANT PROFESSOR AIN SHAMS UNIVERSITY, CAIRO, EGYPT
SEPTEMBER 2004 – JAN.
2008
NSERC POST DOCTORAL
FELLOW
NORTH CAROLINA STATE UNIVERSITY, USA
APRIL 2003 – AUGUST
2004
ASSISTANT PROFESSOR,
STRUCTURAL ENG. DEPT.
AIN SHAMS UNIVERSITY, EGYPT
AUGUST 2002 – MARCH
2003
POST DOCTORAL FELLOW NORTH CAROLINA STATE UNIVERSITY, USA MAY 2002 – JULY 2002
PH.D. STUDENT /
RESEARCH ASSISTANT
ISIS CANADA, UNIVERSITY OF MANITOBA,
CANADA
FEB. 1999 – MAY 2002
MASTER STUDENT /
RESEARCH ASSISTANT
ISIS CANADA, UNIVERSITY OF MANITOBA,
CANADA
SEP. 1997 – FEB. 1999
TEACHING ASSISTANT UNIVERSITY OF MANITOBA, CANADA JAN. 1998 – APRIL 2001
DEMONSTRATOR,
STRUCTURAL ENG. DEPT.
AIN SHAMS UNIVERSITY, EGYPT JULY 1995 – AUGUST 1997
STRUCTURAL ENGINEER KH CONSULTING ENGINEERS, EGYPT JULY 1995- AUGUST 1997
5. TEACHING EXPERIENCE
AIN-SHAMS UNIVERSITY, EGYPT
INSTRUCTOR
CES 232 CF REINFORCED CONCRETE DESIGN (1) SEP. 2002 – NOV. 2009
CES 434 CF REINFORCED CONCRETE DESIGN (3) SEP. 2002 – NOV. 2009
UNVERSITY OF MANITOBA, CANADA
TEACHING ASSISTANT
23.404 STRUCTURAL DYNAMICS SEP. 2001 – DEC. 2001
{RECEIVED TEACHING ASSISTANT AWARD BASED ON STUDENTS NOMINATIONS
FROM THIS COURSE}
23.376 STRUCTURAL ANALYSIS JAN. 2001 – MARCH 2001
23.277 CIVIL ENG. MATERIALS SEP. 2000 – DEC. 2000
23.376 STRUCTURAL ANALYSIS JAN. 2000 – MARCH 2000
23.377 STRUCTURAL DESIGN I SEP. 1999 – DEC. 1999
23.377 STRUCTURAL DESIGN I SEP. 1998 – DEC. 1998
AIN-SHAMS UNIVERSITY, EGYPT
TEACHING ASSISTANT
CES 232 CF REINFORCED CONCRETE DESIGN (1) SEP. 1995 – JULY 1997
CES 434 CF REINFORCED CONCRETE DESIGN (3) SEP. 1995 – JULY 1997

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6. CONSULTING
EMPLOYER NATURE OF WORK DATES
DAR AL HANDASAH
Consultants, Cairo, Egypt
Project:
Kingdom Tower,
Jeddah, KSA
 Design review of the world longest
tower in Jeddah. Supervising the
development of a 3D model for the
whole tower.
July 2011-present
DAR AL HANDASAH
Project:
Temporary Mataf,
Makkah, KSA
 Design review of the temporary Mataf
in Makkah, which is composed of
CFRP structural columns and beams.
April 2012-present
DAR AL HANDASAH
Project:
The Pointe at Palm
Jumeirah, Dubai, UAE
 Supervise, review and issue design
drawings and calculations for retail
areas, restaurants, water tanks and
external works in Palm Jumeirah,
Dubai, UAE.
June 2012-present
DAR AL HANDASAH
Project:
Palma Residences,
Dubai, UAE
drawings and calculations for 104
concrete villas, swimming pools,
water tanks and external works in
Palma Residences in Dubai, UAE.
October 2011-July
2012
DAR AL HANDASAH
Project:
Shamiyah Haram
Expansion, Makkah,
Kingdom of Saudi
Arabia
drawings and calculations for the
foundations, columns and super
structure. Review all 3D finite
element models. Technical assistance
to the site through a site visit every
two weeks.
July 2009-present
DAR AL HANDASAH
Project:
Jabal Omar
Development Project,
Makkah, Kingdom of
Saudi Arabia
drawings and calculations for
podiums 3 and 4 (Total of 4 towers
with overall height = 150 m). Review
all 3D finite element models for the
towers, design of foundations, piles
and floors.
Nov. 2008- July.
2009.
DAR AL HANDASAH
Project:
Massa’a Extension at
Makkah, Kingdom of
Saudi Arabia
 Develop a full 3-D model using
Strand7 for the Massa’a.
 Develop a full 3-D model for the new
SAFA building.
 Complete design of detailing of the
concrete piles and the raft foundation
November 2006 –
Nov. 2008

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DAR AL HANDASAH
Project:
Structural Evaluation of
the First Saudi
Extension, Makkah
Haram
 Develop 3-D models for the different
zones of the Holy Haram in Makkah
using Strand7.
 Checking the adequacy of different
structural elements (beams, slabs and
columns)
 Design the strengthening scheme
using FRP to increase the column
axial capacity.
May 2005
– June 2006
DAR AL HANDASAH
Project::
PALM JUMEIRAH -
MARINA
APARTMENTS, United
Arab Emirates.
 Develop a 3-D model using Strand7
to predict the effect of seismic
loading on the various concrete
elements.
 Design of the concrete slabs of the
car park, supporting beams, columns,
pile caps and piles.
 Provide clear and neat sketches for
the details of the reinforcement of
various concrete members.
March 2005 –June
2006
DAR AL HANDASAH
Project:
Al-Qasr Development
Project, Riyadh,
Kingdom of Saudi
Arabia (Total of 90
buidlings)
 Design of the concrete slabs,
supporting beams, columns and
isolated footings of different villas
and concrete residential buildings.
 Provide clear and neat sketches for
the details of the reinforcement of
various concrete members.
July 2005 -
September 2005
DAR AL HANDASAH
Project:
Dubai International
Airport, Expansion
Project (Phase 2), Cargo
Mega Terminal
Building, United Arab
Emirates.
 Develop a 3-D model using SAP2000
to predict the effect of seismic
loading on the concrete cores and
shear walls.
 Design of the concrete slabs,
supporting beams, columns, pile caps
and piles. Provide clear and neat
sketches for the details of the
reinforcement of various concrete
members.
November 2004 -
July 2005
DAR AL HANDASAH
Project::
Ahmed Bahaa Al-Din
Cultural Center, Assouy,
Egypt
 Full modeling, design and detailing of
a concrete raft on piles.
June 2005 - July
2005

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DAR AL HANDASAH
Project:
Jebel Ali Air Port city,
Phase 1: Design of
buildings, United Arab
Emirates.
 Design of isolated and combined
footings of the office park, Blocks
A1, B1, A2 and B2.
December 2005 -
January 2006
CARLTON FIELDS LAW
FIRM, ATTORNEYS AT
LAW, FLORIDA, USA /
DR. SAMI RIZKALLA
 DETERMINE THE PHYSICAL AND
FUNCTIONAL CONDITION OF THE
SUPERSTRUCTURE OF THE SANIBEL
CAUSEWAY BRIDGE OVER SAN CARLOS
BAY, FLORIDA, USA.
 HIGHLIGHT THE MOST LIKELY CAUSES
OF THE PROBLEMS.
 EXAMINES THE FEASIBILITY OF USING
VARIOUS STRENGTHENING SYSTEMS TO
RESTORE THE ORIGINAL CAPACITY OF
THE BRIDGE’S SUPERSTRUCTURE.
JAN. 2004 – APRIL
2004
NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION, NC,
USA/DR. SAMI
RIZKALLA
 DESIGN OF A HIGHWAY BRIDGE DECK
SLAB REINFORCED WITH FRP. THE
BRIDGE WILL BE CONSTRUCTED IN 2004
IN NC, USA.
 PREDICT THE BEHAVIOR OF THE DECK
SLAB USING NON-LINEAR FINITE
ELEMENT ANALYSIS USING THE ANACAP
SOFTWARE.
 PROVIDE DESIGN RECOMMENDATIONS
AND REINFORCEMENT DETAILS OF THE
DECK SLAB.
JUNE 2003 – DEC.
2003

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STRUCTURE DESIGN
AND REHABILITATION,
FLORIDA, USA
 PERFORM A COMPARISON BETWEEN
THE AASHTO DEISGN CODE AND THE
ORIGINAL DESIGN OF THE SKYWAY
TRESTLE SPAN BRIDGE, FLORIDA, USA
TO DETERMINE THE REASON FOR SHEAR
CRAKING IN THE EXTERIOR GIRDERS.
 CONDUCT A NONLINEAR FINITE
ELEMENT ANALYSIS USING ANACAP, TO
SIMULATE THE BEHAVIOR OF THE
PRESTRESSED AASHTO TYPE IV
EXTERIOR GIRDERS UNDER SEVERAL
CASES OF LOADING.
 CALCULATION OF THE ULTIMATE SHEAR
STRENGTH USING VARIOUS
DISTRIBUTION FACTORS AND
DIFFERENT LOADING TRUCKS AS
COMPARED TO THE RESULTS OF THE
FINITE ELEMENT ANALYSIS.
JUNE 2003 – DEC.
2003
ISIS CANADA,
WINNIPEG, MANITOBA,
CANADA/DR. GAMIL
TADROS
PERFORM NON-LINEAR FINITE ELEMENT
ANALYSIS OF THE FOLLWING BRIDGE DECK
SLABS:
 SHELLRIVER BRIDGE, MANITOBA,
CANADA
 WOTTEN BRIDGE, SHERBROOKE,
CANADA
THE ANALYSIS INVOLVED MODELING OF THE
WHOLE BRIDGES INCLUDING THE STEEL
GIRDERS AND CROSS BRACING TO EVALAUTE
THE PUNCHING SHEAR CARRYING CAPACITY
OF THE DECK SLAB COMPARED TO THE
CANADIAN CODES.
SEP. 1999
MARCH 2000
DILLON ENGINEERING,
MANITOBA,
CANADA/DR. SAMI
RIZKALLA
 EVALUATE THE STRUCTURAL
PERFORMANCE OF SEGMENTAL PRECAST
CONCRETE PILES FOR THE
SASKATCHEWAN LEGISLATIVE
BUILDING, CANADA.
 THE STUDY INVOLVED TESTING OF
PRECAST CONCRETE PILES AS BEAMS,
COLUMNS AND BEAM COLUMNS.
JAN. 1998 – JULY
1998
EL-BEHAIRY
CONSULTANT GROUP,
CAIRO, EGYPT/ DR.
SHAKER EL-BEHAIRY
PREPARATION OF DESIGN CHARTS FOR
REINFORCED CONCRETE COLUMNS AND
SECTIONS SUBJECTED TO SIMPLE BENDING TO
BE INCLUDED IN EL-BEHAIRY DESIGN
HANDBOOK
SEP. 1995- SEP.
1996

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KH CONSULTANTS,
CAIRO, EGYPT/DR.
KAMAL HASSAN
COMPLETE DESIGN AND ANALYSIS OF THE
FOLLOWING CONCRETE STRUCTURES:
DELTA BUILDING , CAIRO, EGYPT: 14
FLOORS, HIGH RISE CONCRETE BUILDING
INCLUDING TWO BASEMENT FLOORS AND
SHEAR WALLS.
GREEN RESORT, NORTH COAST, EGYPT
CONCRETE MOSQUE, MENOFIA, EGYPT
AUGUST 1995 –
JULY 1997
7. RESEARCH PROJECTS
1. BOND BEHAVIOR OF SCC CONCRETE MEMBERS (JUNE 2009-JUNE 2012)
This project is funded by two master students testing 17 reinforced concrete beams
and studying the effect of different parameters affecting the bond performance of
SCC concrete beams.
2. EVALUATION OF A NEW HIGH CORROSIVE RESISTANT STEEL
REINFORCEMENT FOR CONCRETE STRUCTURES IN THE MEDITERRANEAN
SALT ENVIRONMENT (JUNE 2006 –JUNE 2009)
This project is funded by the National Science Foundation, USA in collaboration
with North Carolina State University (US AID program). The main objective this
research is to evaluate the structural performance of an innovative high-strength and
high-corrosive resistance steel as reinforcement for concrete structures. The research
aims at introducing the new material, which is commercially known as Micro-Composite
Multi Structural Formable Steel (MMFX) steel to the Egyptian market. The project is
funded by the Academy of science and research using the US-AID program with a total
budget of $36,000 USD. Dr. Hassan is the principal investigator of the project from the
Egyptian side. The project is coordinated with NC State University, USA.
3. BEHAVIOR OF PRECAST, PRESTRESSED, L-SHAPED SPANDREL BEAMS (JULY
2006 –NOVEMBER 2006)
This research program presents the results of non-linear finite element analyses
conducted to simulate the behavior of prestressed L-shaped spandrel beams. The main
objective of the study was to develop reliable and computationally efficient finite element
models to analyze prestressed, L-shaped spandrel beams subjected to combined bending,
shear, and torsion. Results from previous testing were used to calibrate the finite element
model. The model was used to investigate the response of compact L-shaped spandrels
designed with open web reinforcement. The behavior, ultimate load carrying capacity, and
failure mode of both slender and compact, L-shaped spandrel beams are presented. The
influence of the lateral deck ties, as well as the effect of several different web reinforcement
configurations on the out-of-plane behavior is also investigated for the compact section.
4. VALUE ENGINEERING AND COST-EFFECTIVENESS OF VARIOUS FRP REPAIR
SYSTEMS (JULY 2003-JULY 2004)
This research program is designed to investigate the feasibility of using the most
efficient Fiber Reinforced Polymer (FRP) repair/strengthening system to rehabilitate
damaged AASHTO prestressed concrete girders. The girders experienced severe damage
due to collision impact causing loss of prestressing and spalling of the concrete. The first

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phase of the experimental program consists of testing 12 prestressed concrete C-channel
girders strengthened with various FRP techniques. Seven specimens are tested under
static loading while the remaining specimens are subjected to fatigue loading. The
research investigates the efficiency and cost-effectiveness of externally bonded and near
surface mounted FRP systems. The second phase of the experimental program will focus
on the structural performance of three damaged AASHTO girders. The 54 ft (16.5m)
long girders are strengthened with FRP and are subjected to fatigue loading conditions.
The research is currently in progress at the Constructed Facilities Laboratory at North
Carolina State University, NC, USA.
5. INNOVATIVE 3-D FRP SANDWICH PANELS FOR TRANSPORTATION
INFRASTRUCTURE (APRIL 2003-JULY 2004)
The primary objective of this research program is to study and examine the structural
performance of innovative 3-D FRP sandwich panels produced by Martin Marietta
Composites, USA. The panels consist of GFRP laminates and foam core sandwich
where top and bottom skin GFRP layers are connected together with through-thickness
fibers. Failure modes and mechanisms are investigated through a comprehensive
experimental program at NC State University. Stiffness and strength analysis
methodologies are established and a complete set of design guidelines for FRP Sandwich
panels are provided. This research is currently in progress at the Constructed Facilities
Laboratory at North Carolina State University, NC, USA.
6. BOND CHARACTERISTICS AND QUALIFICATIONS OF ADHESIVES FOR
MARINE APPLICATIONS AND STEEL PIPE REPAIR (APRIL 2003-JULY 2004)
This project investigates the bond properties and shear behavior of two different
adhesives used for marine structures and repair of steel pipes. The experimental program
consists of four phases including single lap shear testing, environmental exposure testing,
cleavage peel testing, and creep testing. This research is currently in progress at the
Constructed Facilities Laboratory at North Carolina State University, NC, USA.
7. AN EXPLORATORY STUDY OF A TEST DEVICE FOR CONCRETE
PERMEABILITY (JUNE 2003-JULY 2004)
This research project presents the results of an experimental study undertaken to
evaluate the effect of moisture content on the air permeability of concrete using the Zia-
Guth testing device. Three different types of concrete, varying in w/cm ratio and mineral
admixtures were tested. The influence of the moisture content of the concrete on the
airflow was examined by testing slab specimens of 16" x 16"x 3" (400x400x75 mm) for
each type of concrete under different moisture contents and at different ages of
concrete. The results indicate significant impact of moisture content on the permeability
constant determined by using the test device. This research is currently in progress at the
Constructed Facilities Laboratory at North Carolina State University, NC, USA.
8. HOG WASTE STORAGE FACILITIES USING FRPS (JULY 2001-JULY 2002)
The objective of this research program is to develop durable concrete tanks reinforced
with FRP to store Hog waste. The research includes developing innovative design
procedures for concrete storage tanks reinforced with FRP. The experimental program

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consisted of testing reinforced concrete beams subjected to a repeated wet/dry cycles of
Hog waste. The research determines the type of FRP that is most economical and
capable of withstanding a severe storage environment.
9. STRUCTURAL PERFORMANCE AND BOND CHARACTERISTICS OF VARIOUS
FRP STRENGTHENING TECHNIQUES (JULY 1999-MAY 2002)
- PH.D. RESEARCH TOPIC AT THE UNIVERSITY OF MANITOBA, MB, CANADA
This project dealt with the development of a comprehensive approach towards
understanding the flexural behaviour of FRP-strengthened concrete structures. The
study presented a comparison among various FRP strengthening techniques and
developed fundamental criteria governing the choice of a specific technique. The
applicability of cracked section analysis as well as non-linear finite element simulations
for the analysis of concrete structures strengthened with FRP reinforcement was
enumerated. Design guidelines regarding the use of FRP in retrofitting applications were
provided. Mathematical models were proposed to quantify the bond characteristics and
load transfer mechanisms of various FRP strengthening schemes using bars and strips
for near surface mounted configurations as well as externally bonded sheets and strips.
10. BEHAVIOR OF CONCRETE BRIDGE DECKS REINFORCED WITH FRP (SEP.
1997-FEB 1999)
- M.SC. RESEARCH TOPIC AT THE UNIVERSITY OF MANITOBA, MB, CANADA
This project presented design guidelines for the use of GFRP and CFRP as
reinforcement for bridge deck slabs, based on a non-linear finite element analysis and an
extensive experimental program using full-scale models. The accuracy of the finite
element model was demonstrated by comparing the predicted behavior to the
experimental results of four different models tested by independent researchers. The
influence of the degree of end restraint, percentage of reinforcement of CFRP and
GFRP, type of reinforcement and span-to-depth ratio of deck slabs is investigated.
Serviceability and ultimate capacity based on the recommended ratios of reinforcement
of CFRP and GFRP are compared to the requirements of several international codes.
8. PROFESSIONAL SERVICES
 Reviewer, Precast/Prestressed Concrete Institute Journal (PCI Journal) since
2002.
 Reviewer, American Concrete Institute Journal (ACI Structural Journal)
since 2005.
 Reviewer, American society of civil engineering, Journal of composites for
construction (ASCE Journal) since 2004.
 Reviewer, Construction and Building Materials Journal since 2003.
 Reviewer, Advances in Structural Engineering Journal, since 2011.
 Member, Society of Engineers, United Arab Emirates, since 2010.
 Member, American Concrete Institute since 2002.
 Member, Syndicate of Engineers in Egypt since 1995.
 Associate Member, Committee 440, Fiber Reinforced Polymers, since 2003.

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 Engineer in Training, Professional Engineers of Ontario, Canada.
 Member, Awards Committee at the University of Manitoba (June 2001-
June2002)
9. COMPUTER SKILLS
EXPERT LEVEL WITH THE FOLLOWING FINITE ELEMENT PACKAGES
 ANACAP (ANATECH CONCRETE ANALYSIS PROGRAM)
 ADINA (AUTOMATIC DYNAMIC INCREMENTAL NONLINEAR ANALYSIS)
 ATENA 2D AND 3D.
 SAP 2000
 STRAND 7
 ETABS
 BASP (BUCKLING ANALYSIS OF STEEL PLATES)
OTHER SOFTWARES
o AUTOCAD.
o PROGRAMMING LANGUAGE: FORTRAN 90, MICROSOFT OFFICE

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10. PUBLICATIONS ( h index = 9 www.scopus.com 2015)
I - Articles in Refereed Professional/Technical Journals
1. Hassan, T., Mantawy, A., Soliman, J., Sherif, A., and Rizkalla, S., (2012),
“Bond Characteristics and Shear Behavior of Concrete Beams Reinforced
with High-Strength Steel Reinforcement”, Advances in Structural
Engineering, Vol. 15, No. 2, pp. 303-318.
2. Frankl, B., Lucier, G., Hassan, T. and Rizkalla, S., (2011), “Behavior of
Insulated Precast Prestressed Concrete Sandwich Wall Panels Reinforced
with CFRP Grid”, Accepted for Publication, PCI Journal, Spring 2011, pp.
42-54.
3. Hassan, T., Lucier, G., and Rizkalla, S., (2011), “Splice Strength of Large
Diameter, High Strength Steel Reinforcing Bars”, Construction and Building
Materials, Vol. 26, pp. 216-225.
4. Hassan, T. and Rizkalla, S. (2010), “Analysis and Design Guidelines of
Precast/Prestressed Composite Load-Bearing Sandwich Wall Panels”, PCI
Journal, Spring 2010, Vol. 55, No. 2, pp.147-162.
5. Rizkalla, S., Hassan, T. and Lucier, G., (2009), “FRP Shear Transfer
Mechanism for Precast, Prestressed Concrete Sandwich Load Bearing
Panels,” ACI Special Publication SP-265-28, October 2009, pp. 603-626.
6. Shahawy, M., and Hassan, T., (2009), “Effect of Strand Debonding on
Prestressed Girder Shear Performance”, ACI Special Publication SP-265-25,
October 2009, pp. 533-552.
7. Hassan, T., Selim, H., Rizkalla, S., and Zia, P. (2008), “Shear Behavior of
Large-Size Concrete Beams Reinforced with High- and Conventional-
Strength Steel”, ACI Structural Journal, Vol. 105, No. 2, pp.173-179.
8. Hassan, T., Vickery, J. D., and Rizkalla, S., (2007), “Properties of
Adhesives and CPVC Materials Proposed for Steel Tank Lining”, Journal of
Adhesion and Adhesives, El-Sevier Publications, Vol. 28, No. 1, pp. 77-90.
9. Hassan, T., (2007), “Finite Element Study of Shear Behavior of Spandrel
Ledges and Comparison with PCI Shear Design Provisions”, Advances in
Structural Engineering Journal, Vol. 10, No. 5, pp 475-485.
10. Hassan, T., Lucier, G., Rizkalla, S. and Zia, P. (2007), “Modeling of L-
Shaped, Precast, Prestressed Concrete Spandrels”, Precast/Prestressed
Concrete Institute (PCI) Journal, Vol. 52, No. 2, pp. 78-92.
11. Rosenboom, O., Hassan, T., and Rizkalla, S., (2007), “Flexural Behavior of
Aged Prestressed Concrete Girders Strengthened with Various FRP
Systems,” Construction and Building Materials, Vol. 21, No. 4, April
2007, pp. 764-776.
12. Hassan, T., (2006), “Behavior of Concrete Deep Beams Reinforced with
High Strength Steel”, Ain Shams Scientific Bulletin, Vol.41 , No.3 , pp. 109-
127.
13. Hassan, T. and Zia, P., (2005), “Effect of Moisture Content on the Air
Permeability of Concrete”, American Concrete Institute, ACI Special
Publication, SP 228-90, Vol. 228, June 2005.

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14. Mufti, A., and Hassan, T., (2005), "Analytical Study of Punching Shear
Strength of Restrained Concrete Slabs" Canadian Journal for Civil
Engineering, Vol. 32, No. 2, pp. 449-453.
15. Hassan T. and Rizkalla, S. (2004), “Bond Mechanism of Near Surface
Mounted FRP Bars for Flexural Strengthening of Concrete Structures”, ACI
Structural Journal, Vol. 101, No., 6, pp.830-839.
16. Rizkalla, S., Hassan, T. and Hassan, N. (2003), "Design Recommendations
for the Use of FRP for Reinforcement and Strengthening of Concrete
Structures", Progress in Structural Engineering and Materials, Vol. 5, No. 1,
pp.16-28.
17. Hassan T. and Rizkalla, S. (2003), “Investigation of Bond in Concrete
Structures Strengthened with Near Surface Mounted CFRP Strips” ASCE,
Journal of Composites for Construction, Vol. 7, No. 3, pp.248-257..
18. Rizkalla, S. and Hassan T. (2002), “Effectiveness of FRP Techniques for
Strengthening Concrete Bridges” Journal of the International Association for
Bridge and Structural Engineering, IABSE, SEI, Vol. 12, No. 2, pp. 89-95.
19. Hassan T. and Rizkalla, S. (2002), “Flexural Strengthening of Post-
Tensioned Bridge Slabs with FRP Systems”, PCI Journal, Vol. 47, No. 1,
pp.76-93
20. Hassan, T., Mohamedien, M., Hassan, N. and Rizkalla, S. (2001), “Bond
Performance of Different FRP Strengthening Systems”, P.S. Engineering
Research Journal, Vol. 5, No. 2, pp. 15-23.
21. Hassan, T., Abdelrahman, A., Tadros, G., and Rizkalla, S. (2000), “FRP
Reinforcing Bars for Bridge Decks” Canadian Journal for Civil Engineering,
Vol. 27, No. 5, pp. 839-849.
22. Hassan, T., Parmantier, D., Rehal, S., and Rizkalla, S. (2000), “Segmental
Precast Concrete Piles: Solution For Underpinning” ACI Concrete
International, Vol. 22, No. 8, pp.41-46.
23. Hassan, T., Abdelrahman, A. and Rizkalla, S. (1999), “Design
Recommendations for Bridge Decks Reinforced by FRP” ACI Special
Publication, American Concrete Institute, SP-188, Nov. 1999, pp.157-167.
II - Refereed Papers Published/Submitted in Conference Proceedings
24. El-Sawy, M., Hassan, T., and Abdelrahman, A., (2012), “Bond
Characteristics of Self-Consolidating Concrete Beams”, Proceeding of the
International Conference of Bond in Concrete, Brescia, Italy, June 2012.
25. Hassan, T., (2012), “Influence of Shear Reinforcement Detailing on the
Behavior of Concrete Column Heads”, IABSE Conference, Sharm El-
Sheikh, Egypt, May 2012.

14
26. Eyada, M., Hassan, T., and Abdelrahman, A., (2012), “Effectiveness of
Strengthening Low-Grade Eccentrically-Loaded Concrete Columns Using
FRP Sheets”, IABSE Conference, Sharm El-Sheikh, Egypt, May 2012.
27. Soliman, J., Hassan, T., and Abdelrahman, A., Hamdy, O., and Rizkalla, S.,
(2012), “Special Cementitious Bonding Material For FRP Strengthening
Systems”, IABSE Conference, Sharm El-Sheikh, Egypt, May 2012.
28. Soliman, J., Hassan, T., and Abdelrahman, A., Hamdy, O., and Rizkalla, S.,
(2012), “Prediction of Plate End Debonding and Flexural Failures for Fiber-
Reinforced Grancrete Systems”, IABSE Conference, Sharm El-Sheikh,
Egypt, May 2012.
29. Fathy, M., Khalil, M., Hassan, T., and Abdelrahman, A., (2011), “Shear
Behavior of Concrete-Filled FRP Tubes,” First Middle East Conference on
Smart Monitoring, Assessment and Rehabilitation of Structures, SMAR
2011, Dubai, UAE.
30. Sarwat, S., Hassan, T., and Sherif, A., (2010), “Applicability and limitations
of Seismic Analysis Techniques for R.C. Buildings with Different
Configurations”, 7th
International Conference in Structural and
Geotechnical Engineering, Alexandria, Egypt, Dec. 2010.
31. Frankl, B., Lucier, G., Hassan, T. and Rizkalla, S., (2010), “Thermally
Efficient Precast Prestressed Concrete Sandwich Load Bearing Wall Panels
Reinforce with CFRP,” The 3rd Congress of the International Federation
for Structural Concrete (fib), Washington, DC, May 29-June 2, 2010.
32. El-Agroudy, H., Hassan, T., Ghalab, A., Abdelwahed, O. and El-Fayad, A.,
(2009), "Ductility and Moment Redictribution in Continuous T-Section
High-Strength Concrete Beams," Proceedings of the 13th International
Conference on Structural and Geotechnical Engineering, Cairo Egypt,
December 27-29, 2009.
33. Mantawy, A., Hassan, T., El-Fayad, A. and Rizkalla, S., (2009), "Behavior
of High Strength Steel as Shear Reinforcement for Concrete Beams,"
Proceedings of the 13th International Conference on Structural and
Geotechnical Engineering, Cairo Egypt, December 27-29, 2009.
34. Eltahawy, R., Hassan, T., El-Wahed, O. and Rizkalla, S., (2009), "Flexural
Behavior of Concrete Beams Reinforced with High Strength Steel
Reinforcing Bars," Proceedings of the 13 th International Conference on
Structural and Geotechnical Engineering, Cairo Egypt, December 27-29,
2009.
35. Hassan, T., Rizkalla, S., (2009), “Analysis and Design Guidelines of
Precast/Prestressed Composite Bond-Bearing Sandwich Wall Panels,”
Proceeding of the Advanced Composites in Construction Conference,
Edinburgh University, United Kingdom, September 1-3, 2009.
36. Soliman, J., Hassan, T., Sherif, A, and Rizkalla, S., (2008), “Bond
Characteristics of Micro-Composite Multi Structural Formale Steel
Reinforcement”, Proceedings of the 5th
International Conference on
Advanced Composite Materials for Bridges and Structures,” Winnipeg,
Manitoba, Canada, Sep. 2008.

15
37. Saber, N., Hassan, T., Sherif, A., and Gith, H., (2008), “Flexural Behavior
of Concrete Beams Strengthened with Steel Reinforced Polymers”,
Proceedings of the Fourth International Conference on FRP Composites in
Civil Engineering, CICE 2008, Zurich, Switzerland, July 2008.
38. Hassan, T., (2007), “Effect of Confinement on the Splice Strength of
CFRP Bars”, Canadian Society of Civil Engineering, Proceedings of the
CSCE Annual Conference, Yellowknife, Canada, June 2007.
39. Hassan, T., (2007), “Punching Shear Behavior of Spandrel Ledges”,
Canadian Society of Civil Engineering, Proceedings of the CSCE Annual
Conference, Yellowknife, Canada, June 2007.
40. Elsaid, A., Hassan, T., Abdel Faiad, A., and Gheith, H., (2007), “Splice
Strength of Reinforcing Bars in Self-Consolidating Concrete,” Proceedings
of the Sixth Alexandria International Conference on Structural and
Geotechnical Engineering, Alexandria, Egypt. April 14-16, 2007.(CD ROM)
41. Smith, G., Hassan, T. and Rizkalla, S., (2005), "Bond Characteristics and
Qualifications of Adhesives for Marine Applications and Steel Pipe Repair",
Proceedings of the the Third International Conference on Construction
Materials: Performance, Innovations and Structural Implications
(ConMAT'05), Vancouver, Canada, August 22-24, 2005.
42. Nelson, L., Hassan, T. and Rizkalla, S., (2005), "Overall Behavior and
Material Characterization of Pultruded GFRP Bridge Decks", Proceedings
of the Fourth Middle East Symposium on Structural Composites for
Infrastructure Applications (MESC4), Alexandria, Egypt, May 20-23 2005.
43. Norton, T., Hassan, T., Mohamed, M., and Rizkalla, S., (2004), "Behavior
of 3-D Woven Glass Fiber Reinforced Polymeric Bridge Deck Slabs",
Proceedings of the International Conference Future Vision and Challenges
for Urban Development, Cairo, Egypt, December 20-22, 2004.
44. Rosenboom, O., Hassan, T., Mirmiran, A., and Rizkalla, S., (2004), "Static
and Fatigue Performance of 40 year-old Prestressed Concrete Girders
Strengthened with Various CFRP Systems", Proceedings of the
International Conference Future Vision and Challenges for Urban
Development, Cairo, Egypt, December 20-22, 2004.
45. Dawood, M., Seliem, H., Hassan, T., and Rizkalla, S., (2004), "Design
Guidelines for Concrete Beams Reinforced with MMFX Composite
Reinforcing Bars", Proceedings of the International Conference on Future
Vision and Challenges for Urban Development, Cairo, Egypt, December
20-22, 2004.
46. Rosenboom, O., Hassan, T., Mirmiran, A., and Rizkalla, S., (2004), "Static
and Fatigue Behavior of FRP Strengthened 40 Year Old Prestressed
Concrete Bridge Girders", Second International Conference on FRP
Composites in Civil Engineering, Adelaide, Australia, Dec. 2004.
47. Hassan, T., Rochelle, R., and Rizkalla, S., (2004), "Design Considerations
for Concrete Bridge Decks Reinforced with FRP", Proceedings of the
fourth International Conference on Advanced Composite Materials in
Bridges and Structures - ACMBS-IV, Calgary, Alberta, Canada, July 2004.

16
48. Reis, E., Hassan, T., Dickinson, L., and Rizkalla, S., (2004), "Behavior of
FRP Sandwich Panels for Transportation Infrastructure", Proceedings of
the fourth International Conference on Advanced Composite Materials in
Bridges and Structures - ACMBS-IV, Calgary, Alberta, Canada, July 2004.
49. Hassan, T., Reis, E., and Rizkalla, S. (2003), "Innovative 3-D FRP
Sandwich Panels for Bridge Decks", Fifth Alexandria International
Conference on Structural and Geotechnical Engineering, Egypt, Dec. 2003
(CD-ROM).
50. Rizkalla, S. and Hassan, T., (2003), “Bond characteristics of Various FRP
Strengthening Techniques” 6th
International Symposium on Fibre
Reinforced Polymer (FRP) Reinforcement for Concrete Structures,
FRPRCS-6, July 2003, Singapore.
51. Hassan, T. and Rizkalla, S. (2002), “Analytical Investigation of Bond
Between FRP and Concrete”, 3rd
Middle East Symposium on Structural
Composites for Infrastructure Applications, Cairo, Egypt. Dec. 2002, CD-
ROM.
52. Hassan, T. and Rizkalla, S. (2002), “Bond Mechanisms of Near Surface
Mounted FRP Bars and Strips for Flexural Strengthening of Concrete
Structures”, 1st
International Conference on Structural Health Monitoring of
Innovative Civil Engineering Structures, Winnipeg, MB, Canada, September,
2002, CD-ROM.
53. Rizkalla, S. and Hassan, T. (2002), “Rehabilitation of Concrete Structures
with FRP”, Accepted for publication in the 3rd
International Conference on
the Behavior of Damaged Structures, Rio de Janeiro, Brazil, July 2002.
54. Rizkalla, S. and Hassan, T. (2001), “Various FRP Strengthening
Techniques for Retrofitting Concrete Structures”, CICE 2001 Conference
proceedings, Hong Kong, December 2001, Vol. 2, pp. 1033-1040.
55. Hassan, T., Mohamedien, M., Hassan, N. and Rizkalla, S. (2001), “Bond
Performance of Different FRP Strengthening Systems”, 3rd
Canadian
International Composites Conference, CANCOM 2001, Montreal, Quebec,
Canada, August 2001, CD-ROM
56. Hassan, T. and Rizkalla, S. (2001), “Strengthening of Bridge Slabs with
FRP Systems” Structural Faults and Repair Conference Proceedings,
London, United Kingdom, July 2001. CD-ROM
57. Mufti, A., Hassan, T., Memon, A., and Tadros, G. (2001), “Analytical
Study of Punching Shear Strength of Restrained Concrete Slabs” Canadian
Society of Civil Engineering (CSCE) Annual Conference Proceedings,
Victoria, British Colombia, May 2001. CD-ROM.
58. Rizkalla, S. and Hassan, T. (2000), “Design of Concrete Decks with FRP”,
Proceedings of the 6th
International Conference on Deterioration and
Repair of Reinforced Concrete in the Arabian Gulf, Bahrain, October 2000,
CD-ROM.

17
59. Hassan, T., Horeczy, G., Svecova, D., and Rizkalla, S. (2000), “Flexural
Strengthening of Post-Tensioned Bridge Slab Using FRP” Proceedings of
the third International Conference on Advanced Composite Materials for
Bridges and Structures (ACMBS-III), Ottawa, Ontario, July, 2000.
60. Hassan, T., Abdelrahman, A., Tadros, G., and Rizkalla, S. (1999), “Design
Guidelines for Bridge Deck slabs Reinforced by CFRP and GFRP”
Proceedings of the Bridge Engineering Conference, Sharm El-Sheikh,
Egypt, March, 2000, pp. 259-270.
61. Hassan, T., Louka, H., Abdelrahman, A., and Rizkalla, S. (1999),
“Behavior of Bridge Decks Reinforced by FRP” International Conference
on Composite Materials, Paris, France, July, 1999.CD-ROM.
62. Abdelrahman, A., Hassan, T., Tadros, G., and Rizkalla, S. (1998),
“Behavior of Concrete Bridge Deck Model Reinforced By Carbon FRP.”
Canadian Society of Civil Engineering (CSCE) Annual Conference
Proceedings, Halifax, 1998.

18
11. REFERENCES
1. DR. SAMI H. RIZKALLA
Distinguished Professor of Civil Engineering, Construction and Environmental
Engineering
Director, Constructed Facilities Laboratory
Director, NSF Industry/University Cooperative Research Center
Mailing address:
North Carolina State University, Centennial Campus, Campus Box 7533
2414 Campus Shore Drive
Raleigh, NC, USA 27695-7533
Phone: (919) 513-4336
Fax: (919) 513-1765
E-mail: sami_rizkalla@ncsu.edu
2. DR. PAUL ZIA
Distinguished University Professor Emeritus
Department of Civil, Construction and Environmental Engineering
Former ACI President (1989)
Mailing address:
North Carolina State University, Centennial Campus, Campus Box 7533
2414 Campus Shore Drive
Raleigh, NC, USA 27695-7533
Phone: (919) 513-1733
Fax: (919) 513-1765
E-mail: p_zia@yahoo.com
3. DR. AFTAB MUFTI
President, ISIS Canada
Professor, Department of Civil Engineering, The University of Manitoba, MB, Canada
Mailing address:
The University of Manitoba
Administrative Centre
Agricultural Engineering Building (AEB)
A250 - 96 Dafoe Road
Winnipeg, Manitoba, Canada R3T 2N2
Phone: (204) 474-8506
Fax: (204) 474-7519
E-Mail: muftia@cc.umanitoba.ca

19
4. DR. GAMIL TADROS
Technical Consultant Expert
Mailing address
SPECO Engineering Ltd.
43 Schiller Cres. NW
Calgary, AB, Canada T3L 1W7
Phone: (403) 547-2196
Fax: (403) 547-4266
E-Mail: gtadros@telus.net

20
APPENDIX A:
LIST OF GRADUATE COURSES TAKEN AT CANADIAN UNIVERSITIES AND THEIR GRADES
COURSE TITLE UNIVERSITY GRADE
1. REINFORCED CONCRETE
UNIVERSITY OF MANITOBA, MB,
CANADA
A+
2. CONCRETE MIX DESIGN
CANADA
A+
3. ADVANCED STEEL STRUCTURES
CANADA
A+
4. PRESTRESSED CONCRETE I
CANADA
A+
5. DESIGN OF LIGHT INDUSTRIAL
STEEL BUILDINGS
CANADA
A+
6. STRUCTURAL DYNAMICS
CANADA
A+
7. PRESTRESSED CONCRETE II UNIVERSITY OF CALGARY, AB, CANADA A+
8. EARTHQUAKE ENGINEERING UNIVERSITY OF CALGARY, AB, CANADA A+
9. MICRO STRUCTURE OF CEMENT
CANADA
A+
10. STRUCTURAL STABILITY
CANADA
A+
11. DURABILITY OF CONCRETE
BEAMS REINFORCED WITH FRP
CANADA
A+

21
APPENDIX B:
COPIES OF TRANSCRIPTS/DIPLOMAS/CERTIFICATES

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23

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CV_Tarek_Hassan_Dec 2015

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