EDUARDO H. PARE CV BACHELOR OF SCIENCE IN CIVIL ENGINEERING CIVIL/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 including Design
Drawings & Documents Systems management.
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 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. Responsible
for group of Engineers and Draftsmen for Design and Supervision 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 ENGINEERat ERGA QATAR
SUMMARY
I have had more than 25 years of post-graduate extensive Civil & Structural design experience as a
ProfessionalCivil &Structural EngineerincludingEPCCProjectManagement&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&Designof ReinforcedConcrete &Steel StructuresincludingIndustrial &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 Certificates (I was previously involved and contributed with) are
herewith below attached for review and affirmation with the concerned Employers I worked with, and
with valid email addresses and contact numbers to confirm henceforth such.

3. EXPERIENCE
ERGA Group (ERGA QATAR)
Senior Structural Engineer - Designs, Engineering, and Construction Supervisions
ERGA Group (ERGA QATAR)
January 2016 – Present
Main Duties & Responsibilities:
1) Responsible for Structural Works Supervision in one or various ERGA projects sites in Qatar.
2) ReviewandApproveContractorsSubmittals(ConstructionDrawings,ShopDrawings,As-BuiltDrawings,
Structural Design Calculation Documents, Method Statements, Concrete Mix Designs, Subcontractors
Prequalification Documents, and Material Samples)
3) Coordination with Architects and MEP Engineers for all Projects related Trades and Interfaces.
4) Response to Contractors RFI for all relevant Civil & Structural Works of the Projects.
5) Attend Technical and Progress Meetings with Contractors.
6) Coordinate with the Head Office for Design and Design Modifications related to Projects Execution.
7) Responsible for group of Engineers and Draftsmen for Design and Supervision Works.
8) Perform other duties as assigned by upper authority within the scope of qualification & expertise.
9) Responsibleforstructural designsandanalyses,constructionexecutions,andconstructionsupervisions
for numerous types of civil engineering works that include residential buildings, commercial buildings,
infrastructures, roads and all other related works.
10) Preparation of Bill of Quantities for Contract Works and Materials Take-outs for Civil & Structural
Works.
11) Responsible for Survey Works.
12) Responsible for Detailed Designs & Construction Applications of Steel, Concrete, & Road Works.
13) PerformingStructural Designs&AnalysesutilizingDesignsSoftware:STAADPRO,PROKON,ETABSand
other related design programs.
14) Performing Designs & Constructions Applications in accordance with the Projects Building Codes &
Specifications Requirements, i.e. BS, EN, QCS, UBC, IBC, ACI, AISC, AASTHO Codes.

4. Lahmeyer International (Dubai, Abu Dhabi, UAE & Doha, Qatar Branches)
Senior Structural Engineer - Design, Engineering, and Applications - PMC Projects
Lahmeyer International (Dubai, Abu Dhabi, UAE & Doha, Qatar Branches)
September 2008 – December 2015 (7 years 4 months)
Senior Consultant Engineer for Design, 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) Excellentproficiencyinusingthe latestStructural DesignSoftware suchasSTAADPROVersionV8i 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.

5. EDUARDO H. PARE PUBLICATIONS
SEISMIC INDUCED STRESSES APPLICATIONS:
BY: EDUARDO H. PARE
November 2005
Adequacy of MRF RCC Frame Joints Connections Relative to Seismic Induced Stresses:
1) Evenwithover-designedof memberssizesandreinforcements - the framestructureshallnotwithstand
the seismicstressesif the frame jointsare inadequatelyappliedandinstalled –over-sizedmemberswith
over-designed reinforcements are useless if the frame jointsof the structure are not properly designed
andappliedatactual installationof reinforcements.Installationof barsatframe jointsare one of themost
common mistakes and negligence during actual construction works which shall result to failure and
collapse of the structure in an earthquake.
2) Properapplicationsof constructionjointsatframe jointsof the structure are of utmostimportance to
consider so that the building shall have adequate sustainable resistance during occurrence of an
earthquake – incorrect applicationsatsite of the frame jointsconstructionjointsshall resultto 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 jointsof the structure
shall be properlyappliedonactual constructionworks.These applicationsof properconstructionsjoints
at frame joints of the structure are one of the common mistakes and negligence on actual construction
worksof the buildingwhichshallresultinsubsequentfailure andcollapseof thebuildinginanearthquake.
3) Incorrect applications of lap lengths, curtailments of bars, anchorage lengths, etc. of members
reinforcementsshall alsoresultsindiminishingthe structuralstrengthof the framestructure.Correctbars
lengthsandcurtailmentsof barsare requiredsothat membersstrengthshall be attainedagainstseismic
stressesatframe jointsandalongthe members of the structure –these barslengthsandcurtailmentsare
also common mistakes and negligence during construction works of the building.
Authors:
Eduardo H. Pare

6. THE 10 METHODS OFDESIGNSAND ACTUALCONSTRUCTIONAPPLICATIONSOFCONCRETE 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
aggregatesandcementcontents,andwater/cementratioshallbe strictlyin adherence withthe Code but
with considerations on actual local conditions and type of materials to be used.
2) Proper workmanshipof concrete shall be appliedonto the works - i.e. proper actual conveyance and
placement of concrete including correct actual applications of electrical and manual vibrationson fresh
concrete substratesshall be applied,honeycombingdue toaggregatessegregationshallalsobe avoided.
3) Proper concrete coversas requiredbythe Code forwhicha structure was designedwith,shall alsobe
strictlyimplementedontothe workssince hypotheticallyif the minimumconcrete coverisnotappliedor
it was not actually properly applied on each every aspect of the structure, it will affect the crack width
constrainsandthe overall functionsandresistance of the concrete elementssinceconcrete isanelement
fromwithinitsownelements - i.e.fibersof concreteshall alsobe analyzedoneachmillimeterof directions
and movements, etc.
4) Minimumandmaximumspacingof reinforcementsshall be appliedoneach aspector memberof the
structure since shrinkages,creeps,thermalhydrations,andotherconcrete servicestressesshallaffectthe
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
minimumtime requiredforformworksandscaffoldings/strutstobe removed - I do not agree withearly
removal of forms then installing back the struts or vertical supports since even within few minutesof
removal thenreinstalling- itshall surelyaffectthe shorttermdeflectionsof concreteelementsrelative 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/foundationandwalls - whichshall affectthe watertightnessof the structure.Foundationsandwalls
reinforcementsshall be designedanddetailedtohave adequate quantitiesandspacingtonotonlyresist
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 theyare in sets or in
groupsof parallel rowsjustlikebundledconduitsandpipesinsidefloorslabsandbeamsshallcreate 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 tojoinorconnectwithpreviousstage ormoduleof concrete shall be 45minutesorless.
10) If the Ready mix Supplier is in your doubt or is not reliable - conduct actual mock up sample of the
designmixestocome up witha cured-finishedpiece of module andtestedit againstwater ingressprior
to actual pouring of concrete onto the floors of the building.
Authors:
Eduardo H. Pare

7. 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 analyzedand designed
withcorrectassumptive applicationsof shortandlongtermsettlementsincludingdifferentialsettlement
since such stressesresultingfromthese inducedsettlementsshall affectthe jointsstiffnessresistance of
the structure whichcan resultindiminishingthe designedcapacityandresistanceof eachmemberof the
structure and of whichthenshall create cracksanddeflectionsormovementsatsuchlinesorlocationsof
settlements stresses.
If the above specified procedures on design and construction applications of concrete structures are
properlyappliedinthe designprocessesandconstructionworksof 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
porousinternal fibers,andof whichasubstantialcostsavingsonwaterproofingproductsapplicationsand
maintenance works are foreseen - and these procedures and actual resulted applications were actually
proveneffective andapplicableondesignandconstructionworksof my RCC frame structure 600 square
meterfloorarearesidence - andsuchproceduresandapplicationsare actuallystillcurrentlyeffectiveand
applicable many years from occupancy period of my own all-concrete residence.
Authors:
Eduardo H. Pare

8. 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 resistwithout deformations and
failurescyclicnominal static(gravity)andpresumedassumptivedynamic(seismic) loads,andotherforces
of natures such as winds and downpours, volcanic eruptions, sinking holes underneath, etc.. Buildings
builtonlocationswithoutmovementsof soilstrataunderneathcanexpecttoreachor actuallysurpassed
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
materialsof bricks,clay,limes,boulders,etc.,indeedare stillalive andkickingsince theirframe 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 additiontoproperdesignsof theirstrengths,capacities,andfunctionsrelativetothe requirements
as specified on relevant applicable Building Codes where such buildingsare 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 - uncontrolledcorrosionshallshortenthe designorintendedlife spanof buildings,onthe other
way - controlledcorrosionshall foresee the buildingtoreachor actuallysurpasseditsdesignorintended
applied life span. Since corroded reinforcements and steel elements can be equate hypothetically to
failure of the building.
Authors:
Eduardo H. Pare

9. SEISMICVERTICAL AND HORIZONTAL INDUCEDCOMPONENTSRELATIVE 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 concludedthat 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
epicenterwhichisalsothe assumedfaultline origin,howeverthe vertical componentof 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
EFFECTSOFCOVERS ANDBAR SPACINGSONADEQUACYOFFRAMEJOINTSOFTHE STRUCTUREAGAINST
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 particularlyatframe jointsof the structuresince withoutcorrectapplicationsof concrete covers
and bars spacing (for the smooth flowing of concrete) - shall render the reinforcements hypothetically
uselessatsuchjointsandshallresultsto subsequentfailureandcollapse of thebuildingduringoccurrence
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 functionsandstrengthsof reinforcedconcrete - i.e.the tensile andcompression
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

10. 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 -- ResearchandApplicationsonStructural AnalysesandDesignsof FrameJointsConnections
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.
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

11. Languages
English
Skills
Foundation
Design
STAAD
Civil Engineering
Structural Analysis
Structural Engineering
Concrete
Dams
Retaining Walls
Tunnels
Bridge
Deep Foundations
Drainage
Seismic Design
Steel Design
Steel Structures