Valentinos Neophytou obtained his Bachelors in Civil Engineering from Salford University in 2010 and Masters in Structural Engineering from the same university in 2011. He has over 10 years of experience as a civil/structural engineer in Cyprus and the UK, working on projects such as seismic assessments, bridge assessments, structural designs, and project management. He is a Chartered Engineer and member of professional engineering institutions in the UK and Europe.
Seismic design of multistoreyed rc building using various codeseSAT Journals
the Reinforced Concrete(RC) structure. The necessity of designing the
structure as per codal provision is must for all kind of structure. In this
for study. The Linear static analysis was done using American, European and Indian Codes. The building is modeled and
analysed using ETABS software. All the required parameters for analysis was taken a
storey deflection, storey drift and base shear were compared. The displacement, storey shear and storey displacement obtained
from ACI code design is more when compared with other code’s analysis result.
CADmantra Technologies Pvt. Ltd. is one of the best Cad training company in northern zone in India . which are provided many types of courses in cad field i.e AUTOCAD,SOLIDWORK,CATIA,CRE-O,Uniraphics-NX, CNC, REVIT, STAAD.Pro. And many courses
Contact: www.cadmantra.com
www.cadmantra.blogspot.com
www.cadmantra.wix.com
Design and comparison of a residential building (g+10) for seismic forces usi...eSAT Journals
Abstract Earthquakes take a huge toll on life and property. Since the effect of seismic forces on structures is quite significant, it is important that the design of the structures must be done in the best possible way to take into account these effects and thereby aiming for an adequate structural response. Different international seismic codes differ significantly in parameters specified. With the variations in parameters the performance of the building varies. Hence, it is necessary to do a comparative study so as to conclude which building will perform better. This paper presents with the analysis and design of a G+10 for seismic forces using four international building standards- IS1893, Euro code 8, ASCE7-10 and the British Codes. The analysis of the building was done using STAAD.Pro.V8i. The building was then designed as per the specified codes. Once the design was completed a pushover analysis was done in SAP2000 to check the seismic performance of the building. A comparative study between the design and the seismic performance of the building was done. Keywords: Seismic forces, Seismic Standard, Seismic performance, Comparative Analysis.
Design of 16 storied apartment using TEKLA STRUCTURAL DESIGNERzafrin mohamed
The BIM software that we made use of for analysis and design of the structure was TEKLA STRUCTURAL DESIGNER 2016.The plan was obtained in an AutoCAD file.and design was done manually for the purpose of report submission
Design of G+8 RCC Training Institute & Hostel Blockjeyanthi4
The building is located in seismic zone V and the basic wind speed in this location is 55m/s. The preliminary gravity and lateral load analysis are carried out manually for a typical 2D frame and compared with software results. The member sizes for beams and columns were found out from the preliminary manual analysis and design. 3D finite element modeling was carried out in ETABS for the building. Based on the analytical results (moment, shear force), the member sizes are finalized and design was carried out as per the codes IS 456, SP16, IS 13920. Ductile design and detailing is carried out as per IS 13920 & SP34.
Design Considerations for Seismic Resistant Structures in SabahIan Goh
After the recent episodes of earthquake in Sabah, we feel the need to research into seismic design consideration for new structures in Sabah.
http://whgsabah.com
The aim of this manual is to give the design application of the basic requirements of EC8 for new concrete and steel buildings using ETABS. This book can be used by users of ETABS modeler. Is not cover all the steps that you have to carry during designing model using ETABS but is a good manual for those who using Eurocodes.
Seismic design of multistoreyed rc building using various codeseSAT Journals
the Reinforced Concrete(RC) structure. The necessity of designing the
structure as per codal provision is must for all kind of structure. In this
for study. The Linear static analysis was done using American, European and Indian Codes. The building is modeled and
analysed using ETABS software. All the required parameters for analysis was taken a
storey deflection, storey drift and base shear were compared. The displacement, storey shear and storey displacement obtained
from ACI code design is more when compared with other code’s analysis result.
CADmantra Technologies Pvt. Ltd. is one of the best Cad training company in northern zone in India . which are provided many types of courses in cad field i.e AUTOCAD,SOLIDWORK,CATIA,CRE-O,Uniraphics-NX, CNC, REVIT, STAAD.Pro. And many courses
Contact: www.cadmantra.com
www.cadmantra.blogspot.com
www.cadmantra.wix.com
Design and comparison of a residential building (g+10) for seismic forces usi...eSAT Journals
Abstract Earthquakes take a huge toll on life and property. Since the effect of seismic forces on structures is quite significant, it is important that the design of the structures must be done in the best possible way to take into account these effects and thereby aiming for an adequate structural response. Different international seismic codes differ significantly in parameters specified. With the variations in parameters the performance of the building varies. Hence, it is necessary to do a comparative study so as to conclude which building will perform better. This paper presents with the analysis and design of a G+10 for seismic forces using four international building standards- IS1893, Euro code 8, ASCE7-10 and the British Codes. The analysis of the building was done using STAAD.Pro.V8i. The building was then designed as per the specified codes. Once the design was completed a pushover analysis was done in SAP2000 to check the seismic performance of the building. A comparative study between the design and the seismic performance of the building was done. Keywords: Seismic forces, Seismic Standard, Seismic performance, Comparative Analysis.
Design of 16 storied apartment using TEKLA STRUCTURAL DESIGNERzafrin mohamed
The BIM software that we made use of for analysis and design of the structure was TEKLA STRUCTURAL DESIGNER 2016.The plan was obtained in an AutoCAD file.and design was done manually for the purpose of report submission
Design of G+8 RCC Training Institute & Hostel Blockjeyanthi4
The building is located in seismic zone V and the basic wind speed in this location is 55m/s. The preliminary gravity and lateral load analysis are carried out manually for a typical 2D frame and compared with software results. The member sizes for beams and columns were found out from the preliminary manual analysis and design. 3D finite element modeling was carried out in ETABS for the building. Based on the analytical results (moment, shear force), the member sizes are finalized and design was carried out as per the codes IS 456, SP16, IS 13920. Ductile design and detailing is carried out as per IS 13920 & SP34.
Design Considerations for Seismic Resistant Structures in SabahIan Goh
After the recent episodes of earthquake in Sabah, we feel the need to research into seismic design consideration for new structures in Sabah.
http://whgsabah.com
The aim of this manual is to give the design application of the basic requirements of EC8 for new concrete and steel buildings using ETABS. This book can be used by users of ETABS modeler. Is not cover all the steps that you have to carry during designing model using ETABS but is a good manual for those who using Eurocodes.
This publication provides a concise compilation of selected rules in the Eurocode 8, together with relevant Cyprus National Annex, that relate to the design of common forms of concrete building structure in the South Europe. Rules from EN 1998-1-1 for global analysis, regularity criteria, type of analysis and verification checks are presented. Detail design rules for concrete beam, column and shear wall, from EN 1998-1-1 and EN1992-1-1 are presented. This guide covers the design of orthodox members in concrete frames. It does not cover design rules for steel frames. Certain practical limitations are given to the scope.
Let it Flow! Culvert Design 101 – Basic Hydraulics, Culvert Location & End Tr...Communications Branding
Patrick Biro and Roger Goobie for Culvert Design 101, an overview of culvert solutions! The presenters will begin by reviewing basic culvert hydraulics and will then discuss considerations in the selection of culvert locations. They will finish up with reviewing the necessity of, and best practices in, end-treatment selection. Various culvert products will be highlighted including Hel-Cor, BOSS 2000, and Multi-Plate.
Culvert Design 101 is the first of a 2-part series reviewing culvert design and solutions.
What You'll Learn
Culvert types & applications
Basic hydraulics
Best practices in culvert design and location
Appropriate end treatments for culverts
Review of case studies and applications across Canada
In excess of 20 years of multi disciplinary experience in architecture and construction on a variety of high quality construction projects in the public, commercial, retail and residential sectors, including the last 5 years overseas in Construction Delivery and Project/Delivery Management assignments in 3 different continents. He has an in-depth knowledge of construction processes and packages and use these practical and theoretical skills to achieve successful outcomes by driving each phase of the construction process from start to finish.
the presentation gives a brief description about the architectural and engineering design and the construction methodologies applied and some statistical and engineering data
This document presents an example of analysis design of slab using ETABS. This example examines a simple single story building, which is regular in plan and elevation. It is examining and compares the calculated ultimate moment from CSI ETABS & SAFE with hand calculation. Moment coefficients were used to calculate the ultimate moment. However it is good practice that such hand analysis methods are used to verify the output of more sophisticated methods.
Also, this document contains simple procedure (step-by-step) of how to design solid slab according to Eurocode 2.The process of designing elements will not be revolutionised as a result of using Eurocode 2. Due to time constraints and knowledge, I may not be able to address the whole issues.
This publication provides a concise compilation of selected rules in the Eurocode 8 Part 1 & 3, together with relevant Cyprus National Annex, that relate to the seismic design of common forms of concrete building structure in the South Europe. Rules from EN 1998-3 for global analysis, type of analysis and verification checks are presented. Detail design check rules for concrete beam, column and shear wall, from EN 1998-3 are also presented. This guide covers the assessment of orthodox members in concrete frames. It does not cover design rules for steel frames. Certain practical limitations are given to the scope.
Due to time constraints and knowledge, I may not be able to address the whole issues.
Please send me your suggestions for improvement. Anyone interested to share his/her knowledge or willing to contribute either totally a new section about Eurocode 8-3 or within this section is encouraged.
This publication provides a concise compilation of selected rules in the Eurocode 8, together with relevant Cyprus National Annex, that relate to the design of common forms of concrete building structure in the South Europe. It id offers a detail view of the design of steel framed buildings to the structural Eurocodes and includes a set of worked examples showing the design of structural elements with using software (CSI ETABS). It is intended to be of particular to the people who want to become acquainted with design to the Eurocodes. Rules from EN 1998-1-1 for global analysis, type of analysis and verification checks are presented. Detail design rules for steel composite beam, steel column, steel bracing and composite slab with steel sheeting from EN 1998-1-1, EN1993-1-1 and EN1994-1-1 are presented. This guide covers the design of orthodox members in steel frames. It does not cover design rules for regularities. Certain practical limitations are given to the scope.
This document presents an example of analysis design of slab using ETABS. This example examines a simple single story building, which is regular in plan and elevation. It is examining and compares the calculated ultimate moment from ETABS with hand calculation. Moment coefficients were used to calculate the ultimate moment. However it is good practice that such hand analysis methods are used to verify the output of more sophisticated methods.
Also, this document contains simple procedure (step-by-step) of how to design solid slab according to Eurocode 2. The process of designing elements will not be revolutionised as a result of using Eurocode 2.
This guide provides a concise compilation of the principles and application rules
in the Eurocodes that relate to the design of common forms of building structure in
the Cyprus. Also provides guidance is given on the principal actions and
combinations of actions that need to be considered in orthodox building structures. Finally provides guidance for calculating the snow and wind loading based on Eurocode 1.
More from Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng MICE (11)
Simplified notes of calculate Wind & Snow loads based on CYS EC1
DETAILED CV - Aug 16 v3
1. Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng, MICE Page: 1
Eur Ing Valentinos Neophytou
BEng (Hons), MSc, CEng, MICE
A. PERSONAL INFORMATION:
9 Mesogeiou Tel. Number: +357 99803463
Agia Fyla Mail: valentinos_n@hotmail.com
Limassol
Cyprus 3117
B. SUMMARY:
Valentinos Neophytou was born in 1986 in Cyprus. In 2010, he obtained his
Bachelors Degree in Civil Engineering (with First Class Degree) at Salford
University of United Kingdom and later in 2011 he obtained his Master
Degree in Structural Engineering (with Distinction) at the same University.
He has worked as a Site Engineer for Vazanias & Vattis Construction (2011-
2012) where he gained wide experience in civil and building structures from
the project inception stage and the project commissioning. He then
worked for Interserve Defence Limited where he further extended his
experience in consulting engineering, structural design and seismic
assessment of various types of structures and project management.
Additionally, had the opportunity to inspect a large number of facilities at
the British Forces Cyprus and prepare detailed appraisals and inspection
reports. He is familiar with European Standards, Eurocodes, UK Building
Regulations, Health & Safety and CDM Regulations. He is a Chartered
Engineer (CEng MICE), Member of the Institution of Civil Engineers (UK) and
a European Engineer (Eur Ing) of European Federation of National
Engineering Associations. He is also a President of the Civil Engineering
Association Cyprus (Limassol branch) and General Member of the Board
of the Cyprus National Monitoring Committee of European Federation of
National Engineering Associations. In addition, he is a member of various
Scientific Committees of the Technical Chamber of Cyprus such as:
Committee for developing the Cyprus Building Regulations (2011-2017) and
Civil Engineering Committee (2014-2017).
C. AREAS OF EXPERTISE:
Seismic Assessment of existing building in accordance to Eurocode 8
Part 3 and KANEPE
Seismic design to Eurocode 8
Bridge Live load carrying capacity assessment to BD21/01
Corrosion protection and assessment of weathering steel
Pipe culvert design
Design of asbestos removal project
Assessment and Repair of Concrete Structures
Construction design using AutoCAD and Autodesk Advance Steel
Civil Engineering
2. Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng, MICE Page: 2
Technical understanding
Analysis of existing structures and systems
Project management medium to large scale projects
Quality and deadline driven
Technical documentation
Report production
Knowledge of relevant codes and regulations
Excellent communication skills
Excellent interpersonal skills
Co-ordination of team work
Highly organised
D. EDUCATION:
Structural Engineering, MSc – University of Salford - September 2011
Civil Engineering, BEng (Hons) – University of Salford - July 2010
School leaving Certificate (Apolitirio) - Lanition Lyceum education - June
2004
E. WORK EXPERIENCE HISTORY (UNDER EMPLOYMENT)
Name of employer: INTERSERVE DEFENCE LIMITED (IDL)
Location: CYPRUS
Period of employment: 07/2012 - Present
1. Design for the strengthening of existing foundation of 9 No. guyed
masts.
Role in project: Structural Engineer.
2. Design for replacement of existing guys to 35 No. mast at Salt Lake
Site.
Role in project: Structural Engineer.
3. Repair 9 No. steel towers for structural damages (Design & Build).
Role in project: Structural Engineer/Project Manager
4. Repair 7 No. steel towers for structural damages and design for
installation fall arrest system (Design & Build).
Role in project: Structural Engineer/Project Manager
5. Seismic assessment of 2500m2 Steel hangar building.
Role in project: Structural Engineer.
6. Seismic assessment of single storey reinforced concrete building
Role in project: Structural Engineer.
3. Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng, MICE Page: 3
7. Seismic strengthening of Primary school building.
Role in project: Structural Engineer.
8. Seismic Assessment of 15 No. of Reinforced and URM Masonry
buildings
Role in project: Structural Engineer.
9. Design for various repairs to 10 No. Mast and Tower (Design & Build).
Role in project: Structural Engineer/Project Manager
10. Project title: Inspection and Structural assessment of the safety 65 No.
critical buildings at the buffer zone of green line.
Role in project: Designer/Structural Engineer.
11. Project title: Repairs to feeder line supports at SLS - Phase 3 of 3
(Design & Build).
Role in project: Structural Engineer/Project Manager.
12. Structural survey to several buildings for structural damage
Role in project: Structural Engineer.
13. Professional Appraisal of ammo/tentage store
Role in project: Structural Engineer.
14. Project title: Construction of Mortuary building at Akrotiri
Role in the project: Assistant Project Manager.
15. Project title: Repairs to feeder line supports at SLS - Phase 2 of 3
Role in project: Project Manager.
16. Project title: Inspection and assessment of the condition of 8 No.
Security towers located to the East of Airfield.
Role in project: Structural Engineer.
17. Project title: Professional appraisal to Ground room/ammunition store
building - Episkopi.
Role in project: Structural Engineer.
18. Project title: Structural assessment to determine load carrying
capacity & performance of the Normandy Bridge in Dhekelia.
Role in project: Structural Engineer.
19. Project title: Installation of fall arrest system to various towers at
Dhekelia & Ayios Nikolaos.
Role in project: Structural Engineer & Project Engineer.
20. Project title: Construction of the remedial/recovery work for 4 No. steel
towers at Akrotiri and Dhekelia - Phase 2.
4. Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng, MICE Page: 4
Role in project: Project Engineer.
21. Project title: Asbestos removal and reinstatement work in a various
Single Service Family Accommodation buildings – Phase 1
Role in project: Design Engineer & Assistant Project Manager.
22. Project title: Verification of the design of the open steel canopy
structure at Dhekelia.
Role in project: Checking Structural Engineer.
23. Project title: Remedial works to tower located at Akrotiri.
Role in project: Structural Engineer.
24. Project title: Reinstatement work following asbestos removal for
various building within the (Design & Build).
Role in project: Project Manager.
25. Project title: Design of replacement of Canteneries to Hotel (Height of
100m) and India (Height of 50m) Tower at Akrotiri Salt Lake Site.
Role in project: Design Project Manager.
26. Project title: Design for repair of the Anchor rods for tower MT0066 &
MT0067 located at Akrotiri Salt Lake Site.
Role in project: Structural Engineer/Site Engineer.
27. Project title: Inspection and Structural assessment of the safety 150 No.
critical buildings at the buffer zone of green line.
Role in project: Designer/Structural Engineer.
28. Project title: Design the remedial/recovery works for the 3 floodlight
column at airfield area.
Role in project: Structural Engineer.
29. Project title: Structural appraisal of 18m high floodlight columns at
Dhekelia.
Role in project: Structural Engineer.
30. Project title: Remedial/Recovery work for three steel towers at Akrotiri -
Phase 1.
Role in project: Project Engineer.
31. Project title: Training on Post-Earthquake Building Assessment and to
develop a Post-Earthquake Action Plan for the Estate.
Role in project: Project Manager.
32. Project title: Glazing survey to various buildings at Dhekelia and Ayios
Nikolaos.
Role in project: Project Manager.
5. Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng, MICE Page: 5
33. Project title: Seismic assessment of single storey unreinforced masonry
structure and reinforced concrete water tower.
Role in project: Structural Engineer.
34. Project title: Asbestos removal project in a various buildings.
Role in project: Assistance Project Manager.
35. Project title: Seismic Assessment of 24 No. Existing high importance
building and 21 No. school buildings.
Role in project: Project Manager.
F. WORK EXPERIENCE HISTORY (AS FREELANCER ENGINEER)
36. Project title: Seismic assessment of existing two storey RC building and
design of the extension of two additional storeys to be constructed
onto the existing, Nicosia - Cyprus.
Role in project: Designer/Structural Engineer (Freelancer Engineer).
37. Project title: Design of a Photovoltaic (PV) array (150KVA).
Role in project: Design Engineer/Structural Engineer.
38. Project title: Seismic design of reinforced concrete residential building
at Agia Mauri in Limassol.
Pole in project: Site engineer/Structural Engineer.
39. Project title: Static and Seismic design of composite multi-storey
residential building at Agios Athanasios in Limassol.
Pole in project: Assistant Designer/Structural Engineer.
40. Project title: Structural Assessment of Radomes at Troodos in British
Force Cyprus.
Role in project: Designer/Structural Engineer.
41. Project title: Seismic assessment of existing two storey RC building and
design of the extension of one additional storey to be constructed
onto the existing, Limassol - Cyprus.
Role in project: Designer/Structural Engineer.
42. Project title: Design of EKO signboard at Montenegro.
Role in project: Designer/Structural Engineer.
43. Project title: Design of 50m steel curved portal frame at Heavy duty
Industry.
Role in project: Designer/Structural Engineer.
6. Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng, MICE Page: 6
44. Project title: Determine the capacity of steel composite girder beam
of bridge located Barclay Road (Fairfield Bridge).
Role in project: Designer/Structural Engineer.
45. Project title: Static and seismic design of single storey steel building,
Athienou - Cyprus.
Role in project: Designer/Structural Engineer.
46. Project title: Static and seismic design of single storey reinforced
concrete building, Larnaca - Cyprus.
Role in project: Designer/Structural Engineer.
47. Project title: Design for renovations to a single storey reinforced
concrete building, Limassol - Cyprus.
Role in project: Designer/Structural Engineer.
G. TECHNICAL SKILLS
Project Management: MS Project
CAD: AutoCAD
BIM: Autodesk Advance Steel
Structural Analysis: ETABS, SAP 2000, SAFE, StereoStatika, Robot
Structural Analysis
Design Software: ECTOOLS, ECPRAXIS, ComFlor
Engineering calculation software: Matchcad.
Editing: MS Word, Pages, MS Excel, Numbers, Ms Powerpoint, Foxit
Other Softwares: Google Earth
H. OTHER INFORMATION
2016-2017 Elected as President of the Cyprus Association of Civil
Engineers – Limassol Branch (SPOLMIK).
2013-2015 Elected as Treasurer of the Cyprus Association of Civil
Engineers – Limassol Branch (SPOLMIK).
Selected to be a representative member of the SPOLMIK to the
Cyprus National Committee of European Federation of National
Engineering Associations (FEANI) – since 2014 – up to date.
Attended to the FEANI national monitoring committee meeting held
in Lisbon - Portugal October 2015.
I. PARTICIPATION IN SCIENTIFIC COMMITTEES & WORK GROUPS
Member of the scientific committee for Building Regulations of the
Technical Chamber of Cyprus, 2011-2014.
7. Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng, MICE Page: 7
Member of the scientific committee for Building Regulations of the
Technical Chamber of Cyprus, 2014-2017.
Member of the scientific committee for Civil Engineering of the
Technical Chamber of Cyprus, 2014-2017.
Member of organisation committee for the 1st European Young
Engineer’s Forum (EYEF)
(http://www.feanilisbon2015.eu/en/european-young-engineers-
forum/organizers/).
J. PROFESSIONAL BODIES MEMBERSHIPS
Member of the Engineering Council, United Kingdom – Charter
Engineer CENg, membership No.: 629262
Member of the Institution of Civil Engineers, United Kingdom –
Member MICE, membership No.: 64324095
Member of FEANI association, Federation of European Engineers
(Eur-Ing) membership No.: 32809.
Member of Technical Chamber of Cyprus (ETEK), Registered
Professional Civil Engineer in Cyprus, registration No.: A146223.
Member of the Cyprus Association of Civil Engineers (SPOLMIK),
membership No.: 1601.
Graduate Member of the Institution of the Structural Engineers
(IStructE), membership No.: 078366255.
K. LIST OF SEMINAR ATTENDANCE
Student Membership of the Institution of the Civil Engineers by David
Newton (2 hours) – 25th September 2007.
Management of flood Risk by Andy Fraser (2 hours) – 2nd October
2007.
An introduction to Eurocode 1 (4 hours) – 3rd February 2011.
Design of seismic resistance structure to Eurocode 8 (14 hours) – 11th
& 12th November 2011.
Preliminary design, Modelling, Analysis and design of structure using
3D STRAD (4 hours) – 4th March 2012.
Design of single storey steel structures (8 hours) – 30th June 2012.
Interserve QSHE Orientation Course (4 hours) – 25th July 2012.
Environmental awareness (8 hours) – 23rd October 2013.
Structural Rehabilitation, Repair, Retrofitting and Strengthening works
to reinforced concrete structures (12 hours) – 27th & 28th June 2013.
P402 – Building Surveys and Bulk Sampling of Asbestos (16 hours) –
10th &11th October 2013.
Worked examples to EC3 (1 hour) – 5th January 2014.
Seismic assessment of existing unreinforced masonry structures (14
hours) – 19th - 20th March 2014.
Seismic strengthening of existing reinforced concrete buildings (16
hours) – 19th – 21thJuly 2014.
8. Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng, MICE Page: 8
Expert Essentials on Competition Laws in the EU (2 hours) – 31st July
2014.
Corrosion Protection (1 hour) – 3rd September 2014.
Sustain Abilities - Towards a better future (2 hours) – 14th October
2014.
Fire Safety awareness training (2 hours) – 4th November 2014.
Equality and Diversity (2 hours) – 14th December 2014.
2nd Cyprus Geotechnical Engineering Seminar (10 hours) – 2015.
An Introduction to and Review of The Construction Design and
Management (CDM) Regulations 2015 (7 hours) – 7th May 2015.
International conference for Health and Safety at construction
Maintenance / Alteration / Demolition (7 hours) – 22nd & 23rd May
2015.
Pavement design (4 hours) – 30th May 2015.
Fraud Awareness (2 hours) – 11th June 2015.
1st European Young Engineer’s Forum (EYEF) (8 hours), Portugal – 9th
October 2015.
Project Management – PMI (35 hours) – April 2016
L. PUBLICATIONS
1. Document title: CSI ETABS & SAFE MANUAL – Part III: Model Analysis &
Design of Slabs according to Eurocode 2.
Published on August 2014
Website: http://www.slideshare.net/ValentinosNeophytou/csi-etabs-
safe-manual-slab-analysis-and-design-to-ec2
Number of views: 13429 (Date: 14/08/2015)
2. Document title: Seismic assessment of buildings in accordance to
Eurocode 8 Part 3
Published on January 2014
Website:http://www.slideshare.net/ValentinosNeophytou/seismic-
assessment-of-buildings-according-to-eurocode-8-part-3-w-o-
example-of-etabs
Number of views: 4572 (Date: 14/08/2015)
3. Document title: ETABS manual - Seismic design of steel buildings
according to Eurocode 3 & 8
Published on July 2013
Website:http://www.slideshare.net/ValentinosNeophytou/etabs-
manual-seismic-design-of-steel-buildings-according-to-eurocode-3-8
Number of views: 32332 (Date: 14/08/2015)
4. Document title: Design notes for seismic design of building
accordance to Eurocode 8
Published on June 2013
Website: http://www.slideshare.net/ValentinosNeophytou/ec8-
23058794
9. Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng, MICE Page: 9
Number of views: 7987 (Date: 14/08/2015)
5. Document title: ETABS MANUAL – Part II: Model Analysis & Design of
Slabs according to Eurocode 2.
Published on April 2013
Website:http://www.slideshare.net/ValentinosNeophytou/etabs-
modeling-design-of-slab-according-to-ec2
Number of views: 14550 (Date: 14/08/2015)
6. Document title: ETABS modelling parameters
Published on March 2013
Website: http://www.slideshare.net/ValentinosNeophytou/etabs-
modelling-parameters
Number of views: 3667 (Date: 14/08/2015)
7. Document title: ETABS modeling techniques
Published on March 2013
Website:http://www.slideshare.net/ValentinosNeophytou/procedure
-outline-of-developing-a-model
Number of views: 13295 (Date: 14/08/2015)
8. Document title: How to calculate gravity, snow & wind loading
according to EN1991:2004
Published on March 2013
Website: http://www.slideshare.net/ValentinosNeophytou/loadings-
snow-wind
Number of views: 2407 (Date: 14/08/2015)
9. Article title: Design of retrofit reinforced concrete members strengthen
with CFRP (Carbon fibre Reinforced polymer).
Published on February 1, 2012