CURRICULUM VITAEretrofit.puas.gr/Downloads/cv/cv_Mageirou_en.pdf · Georgios E. Mageirou Curriculum...

CURRICULUM VITAE

Α. PERSONAL DATA Surname : Mageirou Name : Georgios Father’s name : Evangelos Place/Date of birth : Athens 24.09.1969 E-mail : [email protected] Marital status : Married – two children Professional status : Civil Engineer, M.Sc., Ph.D.

Member of Technical Chamber of Greece B. UNIVERSITY STUDIES B1. GRADUATE STUDIES

NATIONAL TECHNICAL UNIVERSITY OF ATHENS

FACULTY OF CIVIL ENGINEERING

DIPLOMA GRADE: 7,44/10,00

TIME PERIOD: 1992 - 1996

B2. POSTGRADUATE STUDIES B2.1 MASTER OF SCIENCE (M.Sc.)

«Structural Design and Analysis of Structures»

NATIONAL TECHNICAL UNIVERSITY OF ATHENS in co-operation with the

Department of Civil Engineering of IMPERIAL COLLEGE of the UNIVERSITY

of LONDON

GRADE : 8,06/10,00

TIME PERIOD: 1998- 1999

Master of Science Thesis: Georgios E. Mageirou, “Investigation of the inelastic seismic response of bridges with elastomeric bearings combined with stoppers”, National Technical University of Athens, School of Civil Engineering, Department of Structural Engineering, Laboratory for Earthquake Engineering, Athens 1999. Supervisor: Ioannis N. Psycharis, Associate Professor of NTUA.

Georgios E. Mageirou Curriculum Vitae

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B2.2 DOCTOR OF PHILOSOPHY (Ph.D.)

NATIONAL TECHNICAL UNIVERSITY OF ATHENS

FACULTY OF CIVIL ENGINEERING

DIVISION OF STRUCTURAL ENGINEERING

LABORATORY OF STEEL STRUCTURES

CONSULTATIVE COMMITTEE:

A. KOUNADIS, PROFESSOR-ACADEMIC

G. IOANNIDIS, PROFESSOR

C. GANTES, PROFESSOR (SUPERVISOR)

UNAMINOUS NOMINATION OF DOCTOR OF PHILOSOPHY

Doctor of Philosophy Thesis: Georgios E. Mageirou, “Contribution to the design of multi-story steel frames against flexural buckling”, National Technical University of Athens, School of Civil Engineering, Department of Structural Engineering, Laboratory of Metal Structures, Athens 2011. Supervisor: Charis J. Gantes, Associate Professor of NTUA. Examining Committee:

Ermopoulos Ioannis Professor of NTUA, Director of Metal Structures Laboratory, School of Civil Engineering, National Technical University of Athens

Gantes Charalambos Associate Professor of NTUA Ioannidis Georgios Professor of NTUA Koumoussis Vlassis, Professor of NTUA Kounadis Antonios Academician, Emeriti Professor of NTUA,

Former Director of Metal Structures Laboratory, School of Civil Engineering, National Technical University of Athens

Baniotopoulos Charalambos Professor of AUTH, Director of Metal Structures Laboratory, School of Civil Engineering, Aristotle University of Thessaloniki

Papadrakakis Emanuel, Professor of NTUA, Director of Department of Structural Engineering

Β3. SCIENTIFIC SPECIALISATION Advanced analysis and design of structures using computer technology, steel structures, stability of structures, method of finite element for structures with non-linear behaviour, computational mechanics.


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B4. FURTHER EDUCATION

I. Ιntensive Programme on Wind Effects on Structures and on the Built Environment. Department of Engineering University of Florence Coordinator Professor : Dr. Claudio Borri Florence, Italy, 13-21 July 2001

II. Ιnternational Advanced School on Wind-Excited and Aeroelastic Vibrations on Structures. Department of Structural and Geotechnical Engineering University of Genova In cooperation with : Italian National Association for Wind Engineering

Organizing Committee for Activities in Structural Dynamic Coordinator Professor : Dr. Giovanni Solari Genova, Italy, 12-16 June 2000

Β5. COURSE ATTENDANCE IN POSTGRADUATE STUDIES Course attendance with successful examination in the following scientific fields of

the postgraduate studies:

Advanced Numerical Analysis

Topics on Applied Mathematics

Finite Element Analysis of Structures

Applied Stress Analysis

Special Steel Structures

Nonlinear behavior of steel structures

Composite Structures

Special Topics on Seismic Analysis and Design

Planning and Design of Civil Engineering Structures

Optimal Structural Design

Design Theory of Repairs and Strengthening

Advanced Concrete Technology

Advanced Mechanics of Masonry (reinforced and unreinforced)

Β6. SCIENTIFIC CONGRESSES ATTENDANCE

6th International Conference on Steel and Aluminium Structures, Oxford,

Great Britain, 24-27 July 2007. New codes for bridges and contemporary analysis tools, Athens, Greece,


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11 November 2005

5th National Conference on Steel Structures, Xanthi, Greece, 29 September - 2 October 2005

Eurosteel Conference on Steel and Composite Structures, Maastricht, The

Netherlands, 8-10 June 2005.

5th International PhD Symposium in Civil Engineering, Delft, The Netherlands, 16-19 June 2004.

FIB (Fédération International du Béton)-Symposium, Concrete Structures in

Seismic Regions, Athens, Greece, 6-9 May 2003

4th GRACM Congress on Computational Mechanics, Patra, Greece, 27-29 June 2002

C. PUBLICATIONS IN SCIENTIFIC JOURNALS - PUBLICATIONS IN THE PROCEEDINGS OF SCIENTIFIC CONGRESSES

o Mageirou G., Gantes C., Markou K. and Bouras C, “A unified approach for second-order effects and sway buckling strength in steel portal frames”, International Journal of Structural Engineering, 2013, Vol.4, No 4, pg.:273-294.

o Mageirou G., “Contribution to the design of multi-story steel frames against flexural buckling”, Structural Engineering International, 2012, Vol. 22, No 3, pg.: 421.

o Mageirou G. and Gantes C., “Buckling strength of multi-story sway, non-sway and partially-sway frames with semi-rigid connections”, Journal of Constructional Steel Research, 2006, Vol. 62, No 9, pg.: 893-905.

o Gantes C. and Mageirou G., “Improved stiffness distribution factors for

evaluation of effective buckling lengths in multi-story sway frames”, Engineering Structures, 2005, Vol. 27, No 7, pg.: 1113-1124.

o Psycharis I. and Mageirou G., “Investigation of the inelastic seismic response of bridges with elastomeric bearings combined with stoppers – A simplified approach method” (in Greek), Technical Chronicles, 2004, Vol. 2-3, pg.:79-95.

o Mageirou G. and Gantes C., “Evaluation of critical buckling load of semi-rigid steel frames-an alternative approach”, 6th International Conference on Steel and Aluminium Structures, Oxford, Great Britain, 24-27 July 2007, Proceedings, pg: 907-914, Editor: R. G. Beale.

o Mageirou G., Markou K., Bouras C. and Gantes C., “Α unified criterion for the importance of 2nd order effects and buckling sway ability in steel frames”


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(in Greek), 5th National Conference on Steel Structures, Xanthi, Greece, 29 September - 2 October 2005, Proceedings, Volume Ι, pg: 441-448.

o Mageirou G., Gantes C., Bouras C. and Markou K., “Alternative criteria for the importance of 2nd order effects in steel frames”, Eurosteel Conference on Steel and Composite Structures, Maastricht, The Netherlands, 8-10 June 2005, Proceedings, Volume A, pg: 1.5-55 to1.5-62.

o Mageirou G. and Gantes C., “Rotational stiffness coefficients for evaluation of

critical buckling loads in multi-story sway, non-sway and partially sway frames”, 5th International PhD Symposium in Civil Engineering, Delft, The Netherlands, 16-19 June 2004, Proceedings, Volume 2, pg: 1433-1440.

o Psycharis I. and Mageirou G., “Parametric investigation of the inelastic

seismic response of bridges with elastomeric bearings combined with stoppers”, FIB (Fédération International du Béton)-Symposium, Concrete Structures in Seismic Regions, Athens, Greece, 6-9 May 2003, CD-Rom Proceedings.

o Mageirou G., Villi-Billi M., Makriyannis M. and Gantes C., “Comparison of

linear and nonlinear analysis methods for steel columns”, 4th GRACM Congress on Computational Mechanics, Patras, Greece, 27-29 June 2002, CD-Rom Proceedings.

o Chatzifoti A., Mageirou G. and Gantes C., “Comparison of elastoplastic

analysis methods for steel frames”, 4th GRACM Congress on Computational Mechanics, Patras, Greece, 27-29 June 2002, CD-Rom Proceedings.

D. CITED IN SCIENTIFIC PROJECTS FROM OTHER RESEARCHERS Total citation: thirty-six (36) Citations per scientific paper are being presented below:

o Gantes C. and Mageirou G., “Improved stiffness distribution factors for evaluation of effective buckling lengths in multi-story sway frames”, Engineering Structures, 2005, Vol. 27, No 7, pg.: 1113-1124. Total citation: fifteen (15)

[1] Secer, M. (2006), “The effect of flexible joints on the effective length factor and critical elastic buckling load of unbraced steel columns”, D.P.U. Fen Bilimleri Enstitusu, pg.: 117-130.

[2] Krauberger, N. Saje, M. Planinc, I. and Bratina, S. (2007), “Exact buckling load of a restrained RC column”, Structural Engineering and Mechanics, Vol. 27, No 3, pg.: 293-310.

[3] Meireles de Oliveira, D. (2007), “Estudo dos processos aproximados

utilizados para a consideração das não-linearidades física e geométrica na análise global das estruturas de concreto armado”,


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Master of Science Thesis, Universidade Federal De Minas Gerais Escola De Engenharia, Belo Horizonte, Brazil.

[4] Yoo, H. and Choi, D.-H. (2008), “New method of inelastic buckling

analysis for steel frames”, Journal of Constructional Steel Research, Vol. 64, No 10, pg.: 1152-1164.

[5] Choi, D.-H. and Yoo, H. (2009), “Iterative system buckling analysis,

considering a fictitious axial force to determine effective length factors for multi-story frames”, Engineering Structures, Vol. 31, No 2, pg.: 560-570.

[6] Yoo, H. and Choi, D.-H. (2009), “Improved system buckling analysis

of effective lengths of girder and tower members in steel cable-stayed bridges”, Computers and Structures, Vol. 87, No 13-14, pg.: 847-860.

[7] Hongbo Liu, Qiuhong Zhao, Xiaodun Wang, Ting Zhou, Dong Wang,

Jie Liu, Zhihua Chen (2010), “Experimental and analytical studies on the stability of structural steel tube and coupler scaffolds without X-bracing”, Engineering Structures, Vol. 32, No 4, pg.: 1003-1015.

[8] Chen, Z.-H., Lu, Z.-R., Wang, X.-D., Liu, Q. (2010), “Research on

the bearing capacity of steel tubular formwork support with coupler without X-bracing based on the partially-sway single post stability theory”, Gongcheng Lixue/Engineering Mechanics, Vol. 27, No 11, pg.: 99-105.

[9] Cheng, J. and Yao J. (2010), “Study on web rotational restraint

subjected to flexural stress”, Engineering Mechanics, Vol. 27, No 11, pg.: 94-105.

[10] Chen, Z. Lu, Z. Wang, X. Liu, Q. (2010), “Research on the bearing

capacity of steel tubular formwork support with coupler without x-bracing based on the partially-sway single post stability theory”, Engineering Mechanics, Vol. 27, pg.: 99-105.

[11] Kalochairetis K. and Gantes C. (2012), “Elastic buckling load of

multi-story frames consisting of Timoshenko members”, Journal of Constructional Steel Research, Vol. 71, pg.: 231–244.

[12] Mortensen, J. Hansen, Μ. (2012), “Flexural buckling of general beam

systems - A method to determine K-factors using energy considerations”, Master’s Thesis, Department of Civil Engineering, Aalborg University, Denmark, pg.: 1-84.

[13] Nam-Il, K. and Dong-Ho, C. (2015), “System buckling analysis for

multi-story frames subjected to nonconservative forces”, International Journal of Steel Structures, Vol. 15, No 2, pg.: 285-297.


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[14] Webber, Α. Orr, J.J. Shepherd, P. Crothers, K. (2015), “The effective length of columns in multi-storey frames”, Engineering Structures, Vol. 102, pg.: 132-143.

[15] Aydin S. and Bozdogan K. B. (2016), “Lateral stability analysis of multistory buildings using the differential transform M”, Structural Engineering and Mechanics, An International Journal, Vol. , pg.: - .

The authors of the papers (Yoo and Choi, 2008), (Choi and Yoo, 2009) and (Kalochairetis and Gantes 2012) use parts of the research which is published in the paper (Gantes and Mageirou, 2005) for the verification of their own research. The authors of the papers (Yoo and Choi, 2008), (Choi and Yoo, 2009) use parts of the research which is published in the paper (Gantes and Mageirou, 2005) for the verification of their own research. In the scientific paper (Kalochairetis and Gantes 2012), the proposed method is based on identical parts of the research which has been published in the article (Gantes and Mageirou, 2005). In the same way the authors of the papers (Webber et.al., 2015), use parts of the research which is published in the paper (Gantes and Mageirou, 2005).

o Mageirou G. and Gantes C., “Buckling strength of multi-story sway, non-sway and partially-sway frames with semi-rigid connections”, Journal of Constructional Steel Research, 2006, Vol. 62, No 9, pg.: 893-905. Total citation: sixteen (16)

[1] Krauberger, N. Saje, M. Planinc, I. and Bratina, S. (2007), “Exact

buckling load of a restrained RC column”, Structural Engineering and Mechanics, Vol. 27, No 3, pg.: 293-310.

[2] Bozdogan, K .B. and Bilge, S., S. (2008), “Static and dynamic analysis of the structures with semi-rigid connections by using transfer matrix method”, Science and Engineering Journal of Firat University, Vol. 20, No 4, pg.: 627-633.

[3] Huang, Z.-H. Zhang, Q.-L. and Ji, J. (2009), “Analysis of Out-of-

Plane Stability for Planar Tubular Truss with Mixed Finite Elements Method”, Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering, Vol. 31, No. 3, pg.: 6-10+17.

[4] Bozdogan, KB. and Ozturk, D. (2010), “An approximate method for

lateral stability analysis of wall-frame buildings including shear deformations of walls”, Sadhana-Academy Proceedings in Engineering Sciences, Vol. 35, No 3, pg.: 241-253.

[5] Tahir, MM. and Ngian, SP. (2011), “Limiting the sway on multi-

storey un-braced steel frames bending on weak axis with partial strength connections”, Structural Engineering And Mechanics, Vol. 38, No 6, pg.: 825-847.


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[6] Valipour, H.R. and Bradford, M.A. (2012), “A new shape function for tapered three-dimensional beams with flexible connections”, Journal of Constructional Steel, Vol. 70, pg.: 43-50.

[7] Kalochairetis, K. and Gantes, C. (2012), “Elastic buckling load of

multi-story frames consisting of Timoshenko members”, Journal of Constructional Steel Research, Vol. 71, pg.: 231–244.

[8] Valipour, H.R. and Bradford, M.A. (2012), “An efficient compound-

element for potential progressive collapse analysis of steel frames with semi-rigid connections”, Finite Elements in Analysis and Design, Vol. 60, pg.: 35-48.

[9] Stamatopoulos, G. (2012), “Contribution of the flexible supports to

the distribution of the internal forces in steel frames”, Journal of Constructional Steel Research, Vol. 12, No. 3, pg.: 419–426.

[10] Lien, K., Chiou, Y., and Hsiao, P. (2012), “Vector Form Intrinsic

Finite-Element Analysis of Steel Frames with Semirigid Joints”, Journal of Structural Engineering, Vol. 138, No. 3, pg.: 327–336.

[11] Johnarry, T. (2013), “Buckling by constant stiffness and curvature-

deflection resonance”, Journal of Civil Engineering Research, Vol. 3, No. 1, pg.: 1-15.

[12] Min, Byoung Cheol (2013), “Stability and P-Δ Analysis of

Generalized Frames with Movable Semi-Rigid Joints”, Journal of the Korean Society of Civil Engineers, Vol. 33, No. 2, pg.: 409-422.

[13] Kalochairetis, K. (2014), "Composite steel columns", Ph.D. Thesis,

Technical National Univercity of Athens, Athens, Greece (in Greek).

[14] Cheng, K. Zhao, E. Zhou, Z. Sun, W. (2014), “Research on the chord’s buckling length coefficient of cross-type lattice boom”, Engineering Mechanics, pg.: 105-111.

[15] Webber, Α. Orr, J.J. Shepherd, P. Crothers, K. (2015), “The effective

length of columns in multi-storey frames”, Engineering Structures, Vol. 102, pg.: 132-143.

[16] Aydin S. and Bozdogan K. B. (2016), “Lateral stability analysis of multistory buildings using the differential transform M”, Structural Engineering and Mechanics, An International Journal, Vol. , pg.: - .

The authors of the papers (Kalochairetis and Gantes 2012) use parts of the research which is published in the paper (Mageirou and Gantes, 2006) for the verification of their own research. In the same way the authors of the papers (Webber et.al., 2015), use parts of the research which is published in the paper (Gantes and Mageirou, 2005).


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o Mageirou GE. Contribution to design of multi-story steel frames against flexural buckling, PhD Thesis, National Technical University of Athens, 2011. Total citation: one (1)

[1] Rezaiee-Pajand, M. Shahabian F. and Bambaeechee M. (2015), “Stability of semi-rigid portal frames with tapered columns and lateral support”, Asian Journal of Civil Engineering (BHRC), Vol. 16, No. 2, pg.: 135-159.

o Psycharis I. and Mageirou G., “Investigation of the inelastic seismic response

of bridges with elastomeric bearings combined with stoppers – A simplified approach method” (in Greek), Technical Chronicles, 2004, Vol. 2-3, pg.:79-95. Total citation: four (4)

[1] Perros, K., Papadimitriou, C., Karamanos, S., Panetsos, P. (2007), “Response and reliability of non-linear systems with impacts subjected to transient excitations”, Proceedings in ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Greece, Crete, Rethymno, 13-16 June 2007, pg.: 12.

[2] Perros, K. and Papadimitriou C. (2008), “Reliability of piecewise linear systems subject to stochastic excitations”, Proc. 4th International ASRANet Colloquium, Greece, Athens, 25-27 June 2008.

[3] Perros, K. (2009), “Response piecewise linear systems under transient excitations”, Master of Science Thesis, University of Thessaly, Department of Mechanical Engineering.

[4] Perros, K. and Papadimitriou C. (2009), “Reliability analysis of bridge models with elastomeric bearings and seismic stoppers under stochastic earthquake excitations”, Proceedings in ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Greece, Rhodes, 22-24 June 2009, pg.: 19.

E. AWARDS FOR SCIENTIFIC PROJECTS

o Mageirou G. and Gantes C., “Evaluation of critical buckling load of semi-rigid

steel frames-an alternative approach”, 6th International Conference on Steel and Aluminium Structures, Oxford, Great Britain, 24-27 July 2007, Proceedings, pg: 907-914, Editor: R. G. Beale. (Thomaidio award 2007)

o Gantes C. and Mageirou G., “Improved stiffness distribution factors for

evaluation of effective buckling lengths in multi-story sway frames”, Engineering Structures, 2005, Vol. 27, No 7, pg.: 1113-1124. (Thomaidio award 2005)


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o Psycharis I. and Mageirou G., “Parametric investigation of the inelastic

seismic response of bridges with elastomeric bearings combined with stoppers”, FIB (Fédération International du Béton)-Symposium, Concrete Structures in Seismic Regions, Athens, Greece, 6-9 May 2003, CD-Rom Proceedings. (Thomaidio award 2004)

o Mageirou G., Villi-Billi M., Makriyannis M. and Gantes C., “Comparison of

linear and nonlinear analysis methods for steel columns”, 4th GRACM Congress on Computational Mechanics, Patras, Greece, 27-29 June 2002. (Thomaidio award 2002)

o Chatzifoti A., Mageirou G. and Gantes C., “Comparison of elastoplastic

analysis methods for steel frames”, 4th GRACM Congress on Computational Mechanics, Patras, Greece, 27-29 June 2002. (Thomaidio award 2002)

F. BOOKS

[1] Georgios E. Mageirou, ‘‘Steel Structures. Design and Analysis’’, Technological Educational Institute of Athens, Faculty of Technological Applications, Section of Civil Engineering, - Approval number by the Council of the Department: 1/17.01.2012, (pages: 400).

[2] Georgios E. Mageirou, ‘‘Classical and contemporary structural analysis

methods’’, Air-Force Academy, Department of Aviation Sciences, Section of Civil Engineering, Athens 2012, (pages: 237).

[3] Georgios E. Mageirou, ‘‘Strength of materials’’, Technological Educational Institute of Piraeus, Faculty of Technological Applications, Section of Civil Engineering, Athens 2012- Approval number by the Council of the Department: 4/26.04.2013, (pages: 93).

G. REVIEWER FOR INTERNATIONAL SCIENTIFIC JOURNALS Review of the article: “Model for determining the critical load of plane frames with semi-rigid joints”, authors: Ihaddoudene Α.N.T. Saidani, M. and Jaspart J.P., in cooperation with Gantes Charalambos, Professor of NTUA, manuscript I.D. ENGSTRUCT-D-16-00067, for the International Journal: Engineering Structures (January 2016). Review of the article: “Lateral stability analysis of multistory buildings using the differential transform method”, authors: Suleyman Aydin and Kanat Burak Bozdogan, manuscript I.D. SEM59283C (Research Article), for the International Journal: Structural Engineering and Mechanics, An International Journal (December 2015). Review of the article: “Study on the Computational Methods of Buckling Loads of Thin-walled Members with Open Sections”, authors: Li-Hua Huang, Bin Li, Yuefang


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Wang, manuscript I.D. 804943 (Research Article), for the International Journal: Mathematical Problems in Engineering (May 2015). Review of the article: “The effective length of columns in multi-storey frames”, authors: Webber, Α. Orr, J.J. Shepherd P. and Crothers K., , in cooperation with Gantes Charalambos, Professor of NTUA, manuscript I.D. ENGSTRUCT-D-15-00018, for the International Journal: Engineering Structures (March 2015). Review of the article: “Inelastic lateral torsional buckling of I beams under moment gradient”, author: Dong-Sik Lee, for the International Journal: The Open Construction and Building Technology Journal (December 2014). Review of the article: “Structural weaknesses of the Hennebique early reinforced concrete system and possible retrofitting” - manuscript I.D. # X589.12.12.R1, for the International Journal: Structural Engineering International (May 2013). Review of the article: “K-factor for columns in un-braced and semi-braced frames and lateral stiffness demands for the braced frames”, author: M.R. Mahini, in cooperation with Gantes Charalambos, Associate Professor of NTUA, for the International Journal: Structural Engineering and Mechanics (September 2006). H. MEMBER OF SCIENTIFIC AND PROFESSIONAL ASSOCIATIONS

o Hellenic Society for Earthquake Engineering (HSEE), Member of the International Association for Earthquake Engineering, Member of the European Association for Earthquake Engineering

o Greek Research Association for Metal Structures o Greek Scientific Society for Concrete Research o Association for studying the Ancient Greek Technology o Hellenic Society for Concrete, Member of F.I.B. o Greek Chamber of Civil Engineers o Technical Chamber of Greece

I. PREVIOUS EXPERIENCE 1. Self-employed structural design engineer from 30.07.1997 up to 31.12.2012.

2. Collaborator of the company Ch. Gantes Associate Professor NTUA from

01.09.2005 up to now. 3. From 26.03.2002 to 30.09.2002 full-time employment as a civil engineer in

the Technical Department of the Financial University of Athens.

4. Collaborator engineer of the company Stand Engineering Consultants L.t.d. during the year 2001.

5. From 14.05.1997 to 31.01.1998 full-time employment in the construction

company GNOMON S.A. as a site-engineer as well as a quality control


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engineer in phases I and II (reinforced concrete and walls) at the Fire and Rescue Station (three buildings) in Athens New Airport in the region of Spata.

6. From 01.08.1994 to 15.09.1994 full-time occupation in the Technical Society

SINTEF ( Norway ) with a scholarship of the IAESTE programme. J. ACADEMIC EXPERIENCE

1. Lab Professor, in the Air Force Academy, Division of Engineering, Department of Civil Engineering, from 03.04.2014 up to now, teaching the following courses: Structural Analysis (analysis of statically determinate and indeterminate structures, matrix methods), Steel Structures (Design of steel structures according to Eurocode 3), Strength of materials, Earthquake Engineering, Precast Structures, Concrete I, Concrete II, Concrete III. The courses and the teaching period are being analytically presented in the following table.

Courses Teaching Period

Teaching during the semesters Semesters

Structural Analysis 2013-2014 Sum. S. 3ο, 4ο, 5ο Steel Structures 2013-2014 Sum. S. 5ο, 6ο Earthquake Engineering 2013-2015 Sum. S. 7ο, 8ο Precast Structures 2013-2015 Sum. S. 8ο Concrete II 2013-2014 Sum. S. 6ο Concrete ΙΙΙ 2014 Sum. S. 7ο

2. Lecturer, in the Air Force Academy, Division of Engineering, Department of

Civil Engineering, from 2008 to 2014, teaching the following courses: Structural Analysis (analysis of statically determinate and indeterminate structures, matrix methods), Steel Structures (Design of steel structures according to Eurocode 3), Strength of materials, Earthquake Engineering, Precast Structures, Concrete II. The courses and the teaching period are being analytically presented in the following table.

3.



Structural Analysis 2008-2014 Wint. & Sum. S. 4ο, 5ο, 6ο Steel Structures 2008-2014 Wint. & Sum. S. 5ο, 6ο Strength of materials 2008-2009 Wint. S. 3ο Earthquake Engineering 2013-2014 Wint. & Sum. S. 7ο, 8ο Precast Structures 2013-2014 Sum. S. 8ο Concrete II 2013-2014 Sum. S. 6ο

4. Adjunct Professor, in the Air Force Academy, Division of Engineering,

Department of Civil Engineering, from 1999 to 2012, teaching the following courses: Structural Analysis (analysis of statically determinate and indeterminate structures, matrix methods), Steel Structures (Design of steel structures according to Eurocode 3), Strength of materials, Earthquake


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Engineering. The courses and the teaching period are being analytically presented in the following table.



Structural Analysis 1999-2008 Wint. & Sum. S. 3ο, 4ο, 5ο Steel Structures 2005-2008 Wint. & Sum. S. 5ο, 6ο Earthquake Engineering 1999-2001 Wint. S. 7ο Strength of materials 2005-2007 Wint. & Sum. S. 3ο, 4ο

Technical Mechanics 1999-2000, 2002-2003 2005-2006

Wint. S. 3ο

5. Adjunct Professor, in the Postgraduate studies ''Earthquake Engineering and

Bioclimatic design of structures'', in the Technological Educational Institute of Piraeus, from 2014 up to now, teaching the course of Design of Steel Structures.

6. Teaching exercises on the course of Metal Structures, in National Technical 7. University of Athens, School of Civil Engineering, teaching duration:

08.01.2007-09.11.2007, 04.01.2006-22.10.2006 and 1/9/2004- 30/6/2005. 8. Teaching exercises on the course of Metal Structures, in National Technical

University of Athens, School of Survey Engineering, during the academic year 2000-2001.

9. Adjunct Professor, in the Technological Educational Institute of Piraeus,

from 2002 up to now, teaching the following courses: Mechanics of Materials (tension, compression, shear, bending, bucking, torsion, fatigue, biaxial and triaxial stresses) - 2nd Semester, Structural Analysis II (analysis of statically indeterminate structures) – 5th Semester, Design of Concrete Structures II (Design of concrete structures due to normal force and bending, torsional moment and buckling) – 6th Semester, Steel Structures (Design of steel structures according to Eurocode 3) - 6th Semester in the Department of Civil Engineering. Professor in charge of the Lab of Mechanics from 2009 to 2013. The courses and the teaching period are being analytically presented in the following table.



Mechanics of Materials 2011-2016 Wint. S. 3ο

Strength of Materials (lab) 2002-2012, 2012-2013

Wint. & Sum. S. Wint. S. 3ο

2013-2014 Wint. S. Structural Analysis I 2012-2013 Sum. S. 2ο Structural Analysis II 2010-2014 Wint. & Sum. S. 5ο Design of Concrete Structures II 2011-2012 Sum. S. 6ο

Steel Structures 2011-2012 Sum. S. 6ο


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10. Adjunct Professor, in the School of the Technical Noncommissioned

Officers of Greek Air Force, during the academic year 2011-2012 year, teaching the following courses: Strength of Materials, Soil Mechanics, Hydraulic. The courses and the teaching period are being analytically presented in the following table.



Strength of Materials 2011-2012 Sum. S. 2ο Soil Mechanics 2011-2012 Sum. S. 2ο Hydraulic 2011-2012 Sum. S. 2ο

11. Supervisor Professor, in the Air Force Academy, Department of

Engineering, in Diploma theses: o ‘‘The influence of the sway behaviour of steel frames on the

buckling strength’’, (2015) Student: Giotopoulos Christos

o ‘‘Design of the structural frame of the swimming pool of the Greek Air Force Academy. Load Estimation-Analysis-Design’’, (2014) Students: Antogiannakis George and Konstantakakis Gerassimos

o ‘‘Evaluation of loads and load combination according the Eurocode 1’’, (2014) Students: Bosmos Nickos and Tentolouris Andreas

o ‘‘Analysis methods for earthquakes’’, (2014) Student: Nikolaros Nickos

o ‘‘Construction methods and methods for the estimation of the cost for building structures’’, (2012) Students: Panoutsakos Kostantinos and Stoltidis Telemachos

o ‘‘Bioclimatic design of structures’’, (2011) Students: Tsantilas Louizos and Karagiannaki Ioanna

o ‘‘Comparison of linear and non-linear analysis methods for the estimation of the buckling strength of steel columns’’, (2006) Students: Axelis Nikolaos and Katsouli Georgia

o ‘‘Classical and modern static analysis methods of structures’’, (2004) Students: Arseniou Nikolaos and Zervas Themistoklis

o ‘‘Design and application of composite materials in buildings’ restoration’’, (2003) Students: Argiros Nikolaos and Magalios Georgios

o ‘‘Buckling analysis of metal structures ’’, (2001) Students: Gavardinas Ioannis

o ‘‘Analysis methods for earthquake loading and building restoration with composite materials’’, (2001) Students: Mitsogiannis Theodoros and Charakopoulos Abraham

12. Supervisor Professor, in the Technological Educational Institute of Piraeus, Department of Civil Engineering, in Diploma theses:

o ‘‘Design steel members according to Eurocode 3’’, (2015) Students: Panagiotis and Sidiropoulou Elisavet


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o ‘‘Design steel structures according to Eurocode 3’’, (2015) Students: Drossos Athanassios and Chalioti Sofia, co-supervision with Dr. Repapis Kostantinos, Assistant Professor, TEI Piraeus

o ‘‘Bioclimatic design’’, (2013) Students: Etmetzoglou Sotirios and Zoumbourlis Giorgos

o ‘‘The effect of the offshore environment οn the durability of concrete members’’, (2013) Students: Vassiliou Dimitrios

o ‘‘The use of composite materials in the repair of structures’’, (2013) Students: Antogiannakis Ioannis and Dramilarakis Andreas

o ‘‘Design and construction of a bridge for noise-protection-walls’’, (2012) Students: Sofrona Dafni (in cooperation with the Hochschule Wismar University of Technology, Business and Design Germany)

J. 2.2 TABLE OF SUPERVISING THESES Educational Institution: Air Force Academy, Department of Engineering Α/Α Theses Year

1 “ The influence of the sway behaviour of steel frames on the buckling strength ”, Giotopoulos Christos 2015

2 ‘‘Design of the structural frame of the swimming pool of the Greek Air Force Academy. Load Estimation-Analysis-Design’’, Antogiannakis George and Konstantakakis Gerassimos

2014

3 ‘‘Evaluation of loads and load combination according the Eurocode 1’’, Bosmos Nickos and Tentolouris Andreas

2014

4 ‘‘Analysis methods for earthquakes’’, Nikolaros Nickos 2014

5 ‘‘Construction methods and methods for the estimation of the cost for building structures’’, Panoutsakos Kostantinos and Stoltidis Telemachos

2012

6 “Bioclimatic design of structures”, Tsantilas Louizos and Karagiannaki Ioanna 2011

7 “Comparison of linear and non-linear analysis methods for the estimation of the buckling strength of steel columns”, Axelis Nikolaos and Katsouli Georgia

2006

8 “Classical and modern static analysis methods of structures”, Arseniou Nikolaos and Zervas Themistoklis 2004

9 “Design and application of composite materials in building”, Argiros Nikolaos and Magalios Georgios 2003

10 “Buckling analysis of metal structures”, Gavardinas Ioannis 2001

11 “Analysis methods for earthquake loading and building restoration with composite materials”, Mitsogiannis Theodoros and Charakopoulos Abraham

2001

Educational Institution: Technological Educational Institute of Piraeus, Department of Civil Engineering Α/Α Α/Α Α/Α

1 “Design steel members according to Eurocode 3”, Vozanis Panagiotis and Sidiropoulou Elisavet 2015

2 “ Design steel structures according to Eurocode 3”, Drossos Athanassios and Chalioti Sofia, co-supervision with Dr. Repapis 2015


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Kostantinos, Assistant Professor, TEI Piraeus

3 “Bioclimatic design”, Etmetzoglou Sotirios and Zoumbourlis Giorgos 2013

4 “The effect of the offshore environment οn the durability of concrete members”, Vassiliou Dimitrios 2013

5 “The use of composite materials in the repair of structures”, Dramilarakis Andreas 2013

6 ‘‘Design and construction of a bridge for noise-protection-walls’’, Sofrona Dafni (in cooperation with the Hochschule Wismar University of Technology, Business and Design Germany)

2012

K. RESEARCH PROGRAMMES

1. Participation in the Research Programme: ‘‘Torsional buckling of homogeneous beams with constant section and arbitrary figure’’ (funded by the Greek Ministry of Education and Religious Affairs). Scientists in charge: Sapoudgakis Evangelos, Assistant Professor NTUA, Duration: 15.05.2004-31.12.2006.

2. Participation in the Research Programme: ‘‘Analytical and experimental

research into the development and reformation of the existent codes for the design and the strengthening of fortifications’’, (funded by the Greek Army). Scientist in charge: Boukovalas Georgios, Professor NTUA, Duration: 01.01.2004 31/8/2009.

3. Participation in the subcommittee ΄΄Steel Structures΄΄ ΕΝ 1993 for the support

of the committee of Eurocodes and the translation of the code as well as the syntax of National Appendices, for the parts of Eurocode ΕΝ1993 for metal structures: ΕΝ 1993-1-4, ΕΝ 1993-1-6, ΕΝ 1993-1-7, ΕΝ 1993-1-11, ΕΝ 1993-4-1, ΕΝ 1993-4-2, ΕΝ 1993-4-3, ΕΝ 1993-5, ΕΝ 1993-6, ΕΝ 1993-7-1 και ΕΝ 1993-7-2.

4. Participation in the Research Programme: ‘‘Boundary designation and

determination of protection measures concerning sites of exceptional natural beauty’’(funded by the Ministry of Environment and Country Planning). Scientist in charge: Hadgibiros Kimon, Assistant Professor NTUA, Duration: from 01.11.1996 to 15.04.1997.

5. Collaborator of the Assistant Professor of the National Technical University of

Athens, Mr K. Hadgibiros, in the experimental programme of the Ministry of Environment and Country Planning: ‘‘Composition of the specialized specifications and demands for the elaboration of studies on Environmental Repercussions on each division of industrial activity and for different projects”.


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L. DESIGN OF WORKS 1. Structural analysis of metal frames for the erection of the signs of the Olympic

Games. 2. Architectural and Structural design of a one-storey concrete building in the region

of Tragana, Phthiotida, Greece. 3. Participation in the elastoplastic analyses of the pipeline of Thessaloniki –Skopia

in positions of active seismic cracks. 4. Participation in the elastoplastic analyses of the pipeline of Thessaloniki –Skopia

in positions of possible landslides. 5. Participation in structural analyses of fortifications of the Greek Army, under the

dynamic loads of explosions. 6. Participation in the structural analysis of the culvert in the area of Chalandri and

the retaining walls of Attiki Road. 7. Structural design of the steel building of the company Informatics 01. 8. Highway design of the road Choudetsi-Partheni-Tefeli- Pyrgos from 5+563 to

20+600. 9. Design of Civil Engineer’s works of the part of A16 of Attiki Road. 10. Participation in the structural design of the steel frames of the main entrances to

Athens Olympic Sports Complex. 11. Structural design of a complex of seven two-story buildings, with a water tower

and swimming pool, in the region of Selki, Andros Island, Greece (building owners: Platias Athanassios and Platia Catherine).

12. Structural design of a cottage, in the region of Aprovatou, Andros Island, Greece (building owner: Michali Olympia).

13. Structural design of a two-story building, with a water tower and swimming pool, in the region of Makrotandalos, Andros Island, Greece (building owner: Sofianos Ioannis).

14. Structural design of a building reinforcement and a story addition, in the region of Andros Island, Greece (building owner: Daniel Schnitt Bohn).

15. Structural design of a one-story building, in the region of Pitrofos, Andros Island, Greece (building owner: Arniakou Anna).

16. Structural design of a two-story building, in the region of St. Peter of Gaurio, Andros Island, Greece (building owner: Foustoukou Anna).

17. A great number of other structural analyses of buildings. 18. A great number of structural designs of repairing and strengthening buildings

damaged by seismic excitation. M. FOREIGN LANGUAGES Excellent command of English (Proficiency level) Degrees: State Certificate of Language Proficiency-C1 Level (Very good command of English) First Certificate in English (University of Cambridge)


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N. COMPUTER KNOWLEDGE Structural analysis software

1. ETABS 2. SAP 3. FESPA 4. INSTANT

Finite element software 1. NASTRAN 2. ADINA 3. Drain-2dx

Design software Autocad Geographical information software Arc/info (digitizing) Mathematical analysis software

1. Mathematica 2. Mathcad 3. Graf4win 4. Origin

Office application software 1. Word 2. Excel

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