EDUARDO H. PARE CV -- circa 10.2018 B.S. CIVIL ENGINEERING STRUCTURAL ENGINEER DESIGN & CONSTRUCTION

1. Eduardo H. Pare, B.S. Civil Engineering
Professional Engineer
Civil & Structural Design & Construction
LinkedIn Profile Link: https://qa.linkedin.com/in/eduardo-h-pare-05468721
Facebook Profile Link: http://www.facebook.com/EddPare
I have had more than 25 years of post-graduate extensive Civil & Structural design experience as a
Professional Civil & Structural Engineer including PMC & EPCC Project Management & Contract
Administration. I was involved in the design, analyses and applications of Heavy Industrial & Petrochemical
Plants, Oil & Gas Marine Structures & Offshore Platforms including deep-sea Caissons & Piles foundations,
International Airports, Power Generation Plants, SCADA Control Building, Gridstations & Substations,
Commercial Buildings, Prestressed and Post-tensioned Concrete Highway Bridges & Culverts, Large Storage
Tanks & Towers. Utilizing the latest CAD Design Softwares, I analyze & design Reinforced Concrete & Steel
Structures including complex underwater Reinforced Concrete Repair Works. I have had broad experience
in Pre-Tender and Post-Tendering Works, and Design Management and Coordination.
Relevant Projects Experience:
Senior Structural Engineer – ERGA Architects, Planners, and Consulting Engineers, Doha, Qatar;
Responsible for Structural Works Supervision in one or various ERGA projects sites in Qatar. Review and
Approve Contractors Submittals (Construction Drawings, Shop Drawings, As-Built Drawings, Structural
Design Calculation Documents, Method Statements, Concrete Mix Designs, Subcontractors Prequalification
Documents, and Material Submittals & Samples). Responsible for structural designs and analyses,
construction executions, and construction supervisions for numerous types of civil engineering works that
include residential buildings, commercial buildings, infrastructures, roads and all other related works.
Senior Structural Engineer – Lahmeyer International GmbH, a Germany based International
Engineering Consultant engaged in the design and supervision of KAHRAMAA, FEWA, DEWA, ADWEA and
TRANSCO power generation and distribution projects in Qatar & United Arab Emirates. Assigned within the
Design and Engineering Department for the design and engineering reviews and approvals of the Civil,
Structural, and Architectural aspects of Substations Buildings, OHL Structures, and SCADA Control Building
Projects in Qatar & UAE. Assigned to review and coordinate relevant Contractors design and engineering
documents and drawings submittals for the projects. Involved in the Pre-Tendering and Post-Tendering
Works including generation of design criteria, specifications, and relevant Scope of Works for the projects.
Structural Engineer, COWI Consulting Engineers and Planners LLC, Muscat, Sultanate of Oman; a
Denmark based International Engineering Consultant engaged in the Design and Supervision of the new 3
Billion USD Oman (Muscat and Salalah) International Airports Project. Assigned within the Buildings
Structural Department and involved in the Structural Analyses and Designs including Applications of
relevant Building Structures of the Project such as the 50 years life Passenger Terminal Building.
Site Technical Office Manager, Enel Power C & D Saudi Arabia Ltd, Yanbu, Saudi Arabia; an Italy based
EPCC company for 130 MW STG Power Plant. Main responsibilities include Engineering Designs
Management & Applications, Design & Shop Drawings & Documents Controls, Coordination of interdiscipline
design interfaces, and Head Office Technical Coordination.
Civil & Structural Design Engineer, Enel Power C & D Saudi Arabia Ltd, Yanbu, Saudi Arabia; an Italy
based EPCC company for 130 MW STG Power Plant. Responsible for the Civil & Structural Designs &
Analyses of the Project including technical coordination with Client’s Design Manager. In charge for the
acquisitions of Design & Shop Drawings & Documents approval.
Lead Civil & Structural Design Engineer, Ras Lanuf Oil & Gas Processing Co. Inc., Ras Lanuf, Libya;
one of the largest government oil companies. Assigned within the Technical Services Department, Plant
Engineering Division as Lead Civil & Structural Design Engineer responsible for the Civil & Structural Designs
& Analyses aspects of the whole plant. Leading a group of Civil & Structural Engineers, Designers &
Draftsmen, devise design & drafting schedule including Design & Shop Drawings & Documents System
Controls. In charge for Technical Coordination & Discussions with Contractors Design Managers &
Engineers.

2. EDUARDO H. PARE
SENIOR STRUCTURAL ENGINEER at ERGA QATAR
January 2016 – Present
SUMMARY
I have had more than 25 years of post-graduate extensive Civil & Structural design experience as a
Professional Civil & Structural Engineer including EPCC Project Management & Contract Administration. I
was involved in the design, analyses and applications of Heavy Industrial & Petrochemical Plants, Oil &
Gas Marine Structures & Offshore Platforms including deep-sea Caissons & Piles foundations,
International Airports, Power Generation Plants, SCADA Control Building, Gridstations & Substations,
Commercial Buildings, Prestressed and Post-tensioned Concrete Highway Bridges & Culverts, Large
Storage Tanks & Towers. I have had broad experience in Pre-Tender and Post-Tendering Works, and
Design Management and Coordination.
Adept in applications of the following International Building and Design Codes for Civil & Structural
Analyses & Design of Reinforced Concrete & Steel Structures including Industrial & Petrochemical Piping
Design & Applications:
AISC, ACI, AWS, AWWA, UBC, BS, DIN, UNI, EN, ASME, API, AASTHO, ASCE
Relevant Projects Work Experience in the following countries:
* Qatar, * United Arab Emirates, * Oman, * Saudi Arabia, * Malaysia, * Libya, * Philippines
Structural Designs, Engineering and Applications in-depth Analyses Reports Links:
1) Technical Design Reports on Analyses, Designs, and Construction Applications of Buildings Structural
Frame Systems & Foundations: Ref. Eduardo Pare Publications on LinkedIn:
https://qa.linkedin.com/in/eduardo-h-pare-05468721
2) Comments on Seismic Analyses & Design Applications of Buildings Structural Frame Systems &
Foundations relative to actual occurrence of an earthquake: Ref. Eduardo Pare Facebook link:
http://www.facebook.com/EddPare
Relevant Projects Work Experience (Authenticated) Certificates (I was previously involved and
contributed with) can be publicly viewed & downloaded from my Slideshare account – see reference link:
https://www.slideshare.net/EduardoHPare -- or they can also be viewed publicly through Google – search
by (typing) my name on the internet – of which, for review and affirmation with the concerned Employers
I worked with, and with valid email addresses and contact numbers to confirm henceforth such

3. WORK EXPERIENCE :
LAHMEYER INTERNATIONAL GmbH (Dubai, Abu Dhabi, UAE & Doha, Qatar Branches)
SENIOR STRUCTURAL ENGINEER - Designs, Engineering, and Applications - PMC Projects
Lahmeyer International GmbH (Dubai, Abu Dhabi, UAE & Doha, Qatar Branches)
September 2008 – December 2015 (7 years 4 months)
Senior Consultant Engineer for Designs, Engineering, and Applications of Civil and Structural Works of
Power and Energy Projects.
KEY QUALIFICATIONS & EXPERTISE :
1) More than 20 years of post graduate relevant projects experience on design and construction of
Petrochemical Plants, Heavy Industrial Plants, Power Plants, International Airports, Highway Bridges,
Substations, Grid Stations, and Marine Structures in the Middle East, Africa and Asia.
2) More than 10 years of design & construction experience on relevant above-mentioned EPCC projects
in the Gulf Region.
3) Many years of PMC Engineering Consultancy experience for 400/220/132/32/11kV Substations &
Gridstations, and OHL structures & foundations in the United Arab Emirates & Qatar.
4) Many years of experience on analyses, design, and applications of steel and concrete structures and
foundations on conceptual, preliminary and detailed designs and engineering of the above-mentioned
projects in the Gulf Region, Africa and Asia.
5) Broad knowledge in Quantity Surveying & Tendering Works including the provision of required
Documents, Design Criteria & Specifications and Construction Methodologies as required by Contract.
6) Excellent skills in analyzing & providing Detailed Scope of Works for each relevant Design &
Construction Activities according to agreed contractual terms & specifications.
7) Excellent proficiency in using the latest Structural Design Software such as STAADPRO Version V8i and
2007, PROKON, SAP 2000, ETABS Version 9 & ROBOT for Structural Analyses & Design of Reinforced
Concrete & Steel Structures.
8) Broad knowledge & skills in using the following International Building and Design Codes for Civil &
Structural Analyses & Design of Reinforced Concrete & Steel Structures including Industrial &
Petrochemical Piping Design & Applications: AISC, ACI, AWS, AWWA, UBC, BS, IBC, DIN, UNI, EN, ASME,
API, AASTHO, ASCE.
CheerZ !

4. EDUARDO H. PARE PUBLICATIONS ON LINKEDIN
SEISMIC INDUCED STRESSES APPLICATIONS:
BY: EDUARDO H. PARE
November 2005
Adequacy of MRF RCC Frame Joints Connections Relative to Seismic Induced Stresses:
1) Even with over-designed of members sizes and reinforcements - the frame structure shall not withstand
the seismic stresses if the frame joints are inadequately applied and installed – over-sized members with
over-designed reinforcements are useless if the frame joints of the structure are not properly designed
and applied at actual installation of reinforcements. Installation of bars at frame joints are one of the most
common mistakes and negligence during actual construction works which shall result to failure and
collapse of the structure in an earthquake.
2) Proper applications of construction joints at frame joints of the structure are of utmost importance to
consider so that the building shall have adequate sustainable resistance during occurrence of an
earthquake – incorrect applications at site of the frame joints construction joints shall result to diminish
the frame joints adequacy of the structure against seismic induced stresses – proper locations and
applications of construction joints relative to the assumed designed of the frame joints of the structure
shall be properly applied on actual construction works. These applications of proper constructions joints
at frame joints of the structure are one of the common mistakes and negligence on actual construction
works of the building which shall result in subsequent failure and collapse of the building in an earthquake.
3) Incorrect applications of lap lengths, curtailments of bars, anchorage lengths, etc. of members
reinforcements shall also results in diminishing the structural strength of the frame structure. Correct bars
lengths and curtailments of bars are required so that members strength shall be attained against seismic
stresses at frame joints and along the members of the structure – these bars lengths and curtailments are
also common mistakes and negligence during construction works of the building.
Authors:
Eduardo H. Pare
CheerZ !

5. THE 10 METHODS OF DESIGNS AND ACTUAL CONSTRUCTION APPLICATIONS OF CONCRETE STRUCTURES
TO AVOID WATER LEAKAGES ON BUILDING:
BY: EDUARDO H. PARE
November 2004
1) Proper design of concrete mix shall be achieved and applied on site application - i.e. concrete
aggregates and cement contents, and water/cement ratio shall be strictly in adherence with the Code but
with considerations on actual local conditions and type of materials to be used.
2) Proper workmanship of concrete shall be applied onto the works - i.e. proper actual conveyance and
placement of concrete including correct actual applications of electrical and manual vibrations on fresh
concrete substrates shall be applied, honeycombing due to aggregates segregation shall also be avoided.
3) Proper concrete covers as required by the Code for which a structure was designed with, shall also be
strictly implemented onto the works since hypothetically if the minimum concrete cover is not applied or
it was not actually properly applied on each every aspect of the structure, it will affect the crack width
constrains and the overall functions and resistance of the concrete elements since concrete is an element
from within its own elements - i.e. fibers of concrete shall also be analyzed on each millimeter of directions
and movements, etc.
4) Minimum and maximum spacing of reinforcements shall be applied on each aspect or member of the
structure since shrinkages, creeps, thermal hydrations, and other concrete service stresses shall affect the
crack resistance of concrete on each pre-construction, post-construction, and occupancy activities and
periods of the structure/building.
5) Proper curing shall be applied on each aspect of the structures elements which shall include the
minimum time required for formworks and scaffoldings/struts to be removed - I do not agree with early
removal of forms then installing back the struts or vertical supports since even within few minutes of
removal then reinstalling - it shall surely affect the short term deflections of concrete elements relative to
the correct removal period of the same.
6) Though structural members and foundations are (hypothetically) designed within crack width
constrains stipulated in the Codes, as much as possible construction joints shall be avoided during
construction works on floors of the building, if construction joints are indeed required, such joints shall
be redesigned with provision of a least size but wider beam underneath the joints which shall serve to
have key grooved joint along such CJ beam.
7) It is technically incorrect to provide construction, movement or expansion joints on basement
slab/foundation and walls - which shall affect the water tightness of the structure. Foundations and walls
reinforcements shall be designed and detailed to have adequate quantities and spacing to not only resist
the design forces and stresses but including crack resistance requirements as specified in the Codes.
8) As much as possible no lateral embedments of electrical conduits, drainage pipes, and other utilities
elements casted inside the slabs and beams on floors - only vertical services sleeves and lines shall
penetrate the floors, since these lateral penetrations of utilities elements are one of main culprits on
water leakages on floors of buildings. These lateral penetrations particularly when they are in sets or in
groups of parallel rows just like bundled conduits and pipes inside floor slabs and beams shall create cracks
no matter how dense the spacing of reinforcements since concrete areas diminished in these lines.
9) Cold joints shall be avoided during concrete casting on floors - the ideal maximum time for the next
stage of concrete to join or connect with previous stage or module of concrete shall be 45 minutes or less.
10) If the Ready mix Supplier is in your doubt or is not reliable - conduct actual mock up sample of the
design mixes to come up with a cured-finished piece of module and tested it against water ingress prior
to actual pouring of concrete onto the floors of the building.
Authors:
Eduardo H. Pare

6. PARTICULAR CONSIDERATION ON ANALYSIS AND DESIGN OF STRUCTURE TO AVOID WATER LEAKAGES
ON BUILDING:
BY: EDUARDO H. PARE
November 2004
It shall also be noted that the structure and its foundation shall also be properly analyzed and designed
with correct assumptive applications of short and long term settlements including differential settlement
since such stresses resulting from these induced settlements shall affect the joints stiffness resistance of
the structure which can result in diminishing the designed capacity and resistance of each member of the
structure and of which then shall create cracks and deflections or movements at such lines or locations of
settlements stresses.
If the above specified procedures on design and construction applications of concrete structures are
properly applied in the design processes and construction works of RCC frame structures, waterproofing
proprietary products are indeed not required in controlling water ingress onto concrete elements - the
elemental concrete substrates of the RCC structures shall attain their own internal waterproofing and
damp proofing resistance - though concrete elements are hypothetically assumed as nominally having
porous internal fibers, and of which a substantial cost savings on waterproofing products applications and
maintenance works are foreseen - and these procedures and actual resulted applications were actually
proven effective and applicable on design and construction works of my RCC frame structure 600 square
meter floor area residence - and such procedures and applications are actually still currently effective and
applicable many years from occupancy period of my own all-concrete residence.
Authors:
Eduardo H. Pare
CheerZ !

7. THE DESIGN AND ASSUMPTIVE LIFE SPAN OF BUILDING:
BY: EDUARDO H. PARE
November 2004
The Life Span of Building depends mainly on its designed strengths, capacities, and functions, it also
depends on its type of materials, and its built-in location:
1) Building structural frame system shall be designed to withstand and resist without deformations and
failures cyclic nominal static (gravity) and presumed assumptive dynamic (seismic) loads, and other forces
of natures such as winds and downpours, volcanic eruptions, sinking holes underneath, etc.. Buildings
built on locations without movements of soil strata underneath can expect to reach or actually surpassed
their life span as in the case of buildings or structures still standing in modern times after many or
hundreds of years thereafter - and though without the modern bars or steel reinforcements, however
owing to non-existence of lateral and dynamics forces, such building which are mainly built of natural
materials of bricks, clay, limes, boulders, etc., indeed are still alive and kicking since their frame structures
are tri-axially motionless in nature and therefore shall suffice to support and hold-in-place reactionary
compression (only) forces onto it.
2) In addition to proper designs of their strengths, capacities, and functions relative to the requirements
as specified on relevant applicable Building Codes where such buildings are subjected with, and as such
for buildings being built on locations with static coupled with dynamic natures forces as mentioned (1)
above - proper corrosion controlled applications of the structural members and their bases and
foundations shall be applied - corrosion is one of main culprits that holds the key for the life span of
buildings - uncontrolled corrosion shall shorten the design or intended life span of buildings, on the other
way - controlled corrosion shall foresee the building to reach or actually surpassed its design or intended
applied life span. Since corroded reinforcements and steel elements can be equate hypothetically to
failure of the building.
Authors:
Eduardo H. Pare
CheerZ !

8. SEISMIC VERTICAL AND HORIZONTAL INDUCED COMPONENTS RELATIVE TO ITS EPICENTER AND RADIAL
DISTANCE RANGE:
BY: EDUARDO H. PARE
November 2005
Based from past earthquakes occurrence data, tests, and analyses conducted and established in some
countries, it was hypothetically concluded that the vertical component of earthquake is in the common
range of 1/2 to 2/3 of the horizontal component for a radial distance of longer than 25km from its
epicenter which is also the assumed fault line origin, however the vertical component of the earthquake
ground motion is greater than unity and is increasing - which can even reach double the horizontal
component when calculating earthquake forces within the 5km to 20km radial distance from its
epicenter/fault line origin. It is therefore imperative to analyze and confirm the proper location of the
proposed structure (to be designed) relative to the radial distance from the established (assumed) fault
lines to at least use the nearest correct parameter for the earthquake vertical component factor.
Authors:
Eduardo H. Pare
EFFECTS OF COVERS AND BAR SPACINGS ON ADEQUACY OF FRAME JOINTS OF THE STRUCTURE AGAINST
INDUCED SEISMIC STRESSES
BY: EDUARDO H. PARE
November 2002
Proper applications of concrete covers and adequate bars spacing shall be applied on the building
structure particularly at frame joints of the structure since without correct applications of concrete covers
and bars spacing (for the smooth flowing of concrete) - shall render the reinforcements hypothetically
useless at such joints and shall results to subsequent failure and collapse of the building during occurrence
of an earthquake – some thought that concrete covers are of minor importance to consider, and such
shall result to grave mistakes accordingly since bars without the proper covers shall not contribute to
attain the hypothetical functions and strengths of reinforced concrete - i.e. the tensile and compression
coupling equilibrium, of which then shall result to make the member function as (only) plain concrete
element though bars are actually installed at site onto the structural frame system.
Authors:
Eduardo H. Pare

9. EDUCATION
Holy Angel University
Bachelor of Science in Civil Engineering
1979 – 1984
Specialized Education: Civil and Structural Designs, Engineering, and Applications
• 2001 - 2005 -- Research and Applications on Seismic Analyses and Designs of Building Structures in
accordance with the UBC Code Seismic Designs and Applications.
• 2001 - 2005 -- Research and Applications on Structural Detailing of Reinforced Concrete Structures in
accordance with the UBC, ACI, and BS Codes of Practice for Reinforcements Detailing.
• 2001 - 2005 -- Research and Applications on Structural Analyses and Designs of Frame Joints Connections
in accordance with the BS, API, AWS, and AISC Codes of Practice for Structural Steel Connections.
Registered Professional Civil Engineer - Passed twice the Professional Regulation Commission (PRC) Civil
Engineers Board Examinations dated May 1985 & November 1985 at Manila, Philippines.
With current valid PRC Professional Civil Engineer License.
ENGINEERING GROUPS
CIVIL/STRUCTURAL ENGINEERING NETWORK
ASCE: Geotechnical Engineering
American Society of Civil Engineers (ASCE)
American Concrete Institute
ASCE: Structural Engineering
CSCE The Canadian Society for Civil Engineering
The Institution of Structural Engineers
Seismic Analysis and Design
SEAOC-Structural Engineers Association of California
CheerZ !