Architect_Portfolio 2017 by mixalis polyzos

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Michail Polyzos

Architect Engineer

Born: 6th June 1991 Nationality: Greek UCL MA Graduate Contact: mix_pol@hotmail.com +44 (0) 7376 047862

curriculum vitae

michail polyzos

Address: 235C Kilburn Park Road NW65LG, London, UK

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LinkedIn: Michail Polyzos issuu: mixalis polyzos

Michail Polyzos Architect Engineer

mix_pol@hotmail.com +44 07376 047862 235 C Kilburn Park Road NW6 5LG West Kilburn, London Linkedin: Michail Polyzos issuu: mixalis polyzos

An active Architect Engineer involved in a number of projects in the recent past. As part of his studies, he expanded his knowledge on environments with historic importance; focusing on conservation and sustainability issues. His architecture related skills include design, urban planning and building technologies allowing him to be able to comfort aspects of design projects varying from small to large scale. His more recent position in a Greek architecture firm, put on trial his full skill range, as he was occupied amongst other projects; with the study and design of the new Cypriot embassy in Piraeus, consisting of the restoration and reuse study of a neoclassical building. He, recently, completed his studies at the MA in Architecture and Historic Urban Environments at UCL and is in search of employment at a prestigious architecture firm.

_Education _ University College London (UCL) MA Architecture and Historic Urban Environments, 180 ECTS National Technical University of Athens (NTUA) Diploma in Architecture Engineering, 5-years joint degree equivalent to BArch and MSc, 300 ECTS Varvakion High School, Palaio Psychiko Senior High School Certification, Sciences Direction

_Work Experience

|Sept. 2016 – Sept. 2017|

Grade: 8.32 / 10.00

|Sept. 2009 – Oct. 2015| |Sept. 2006 – Oct. 2009|

Grade: 18.80/20.00 Distinction

Sxeha Architects (Solon Xenopoulos and Eleni Hadjinikolaou) Junior Architectural Engineer

_Participation in Projects

|Dec. 2015 – July 2016|

National Technical University of Athens Internship Espa Architectural Research

|Sept. 2011 – Feb. 2012|

‘Europe on the Ionosphere’ Event Pavilion Design Workshop Competition part contestant. Ranked 6th over 30 submitted design proposals. Designer/Architect Engineer.

|Sept. 2014 – May 2015|

_Other Activities

Lecture Presentation Lecture speaker to the 5th semester of architectural engineering NTUA, for the course of Architectural Design 5A. Voluntary teaching Linear design and free hand drawing teaching to high school students.

|Sept. 2012|

|Oct. 2011 – June 2014|

Book Cover Design Design and development of a range of covers for anumber of published scientific books. _Publications _ Postgraduate project, entitled Docking @the Palazzi revitalizing the nobility vantage, exhibited in Historic Urban Landscapes (HUL) exhibition, sponsored by Bartlett and UNESCO. Available from: https://www.ucl.ac.uk/bartlett/architecture/research/space-syntax/historic-urbanlandscapes. MA Architecture and Historic Urban Environments dissertation, entitled Bury the tracks: cancelling the city division with a village, exhibited in the UCL exhibition Post-Past Pre-Future from 20th-27th October 2017. Available from: https://www.ucl.ac.uk/bartlett/architecture/events/2017/ oct/post-past-pre-future. Undergraduate dissertation and major design project, entitled Defensive structure: the venetian Fortezza and In sight out_venetian fortezza respectively, published at NTUA online database. Available from: dspace.lib.ntua.gr.

d ce

g u a ge

English

(ECPE and

lan

Greek

b as i c

(D F EL

B 1)

French

MS Office (Word, Excel, Access, PowerPoint and Access) AutoCAD 2D & 3D Rhino (design of 3D models) Qgis and DepthmapX Sketch up Adobe Photoshop Adobe InDesign V-Ray Adobe Illustrator Revit Modelling and model building Painting with colour | Black-white drawing Photography

_Interests _ Travelling; travelled mainly in Europe, but eager to cross boarders of the continent again after visiting India Crafts and DIYs; creative procedures so as to reuse nonuseful objects Model making; voluntary help to an enthusiast in order to create re-enactments of WWII scenes Sports and activities; such as basketball, cycling, rafting.

_References _ Available upon request

curriculum vitae

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_Abilities-Skills _

michail polyzos

_Languages _

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table of contents

michail polyzos

02 06 08 10 12

...CV

...Structural Analysis and Reuse of a Stone-Built Building

...Museum of the City the memory of the city of Athens

...I Want my Village...my Gay Village a protected LGBTQI settlement

...Defensive Structure the venetian fortezza ...In-Sight Out the venetian fortezza

...Docking @ the Palazzi revitalizing the nobility vantage

...Sea Watch a small-scale life-guard tower

...Bury the Tracks cancelling the city division with villages table of contents

...Roberto Succo Bernard-Marie KoltĂ¨s

michail polyzos

16 20 22 26

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[...axonomentric representation of the pathology of the complex...]

Structural Analysis and Reuse of a Stone-Built Building Construction Analysis, Spring 2013 In Situ Research and Survey Supervisor:Costantinos Karadimas Team work: 15-member team

Pahiorachi | Aegina, Greece

structural analysis of a stone-built building

Link:

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https://issuu.com/mixalispolyzos/ docs/aegina_8

Greece has a rather rich stone-built built fabric scattered in the highest mountain and the most remote island that are steadily getting deteriorated due to lack of use. The purpose of the project is to survey such a building so as to create an archive of the development of the building. Also, a record of its pathology is attempted in order to compose the most appropriate conservation and refurbishment strategy to meet the modern needs of a building; and ultimately to be reused. The main purpose is the structural analysis of the masonry and other elements of the complex in order to analyse the unique techniques used by the masons, at the time. In a next step, based on the data collected and the surveying; a reuse strategy is proposed in order to reuse this building as a small housing unit together with a pistachio warehouse to be used by a local producer.

[...axonomentric of the complex...]

Pahiorachi | Aegina, Greece

structural analysis of a stone-built building

[...section of the complex | as surveyed | and reuse proposal...]

[...structural detail drawings of elements of the complex...]

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[...long section of the museum of the city of Athens...]

Museum of the City the memory of the city of Athens Design | Construction Analysis,2015 Supervisor: Maria Kafritsa Panagiotis Vassilatos Collaboration: Konstantina Papanikolaou Panagiotis Varoutsos

museum of the city the memory of the city of athens Athens, Greece

[...double section model of the core of the museum of the city of Athens...]

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Situated on the historic centre of the city of Athens stands the museum of the city. The buildings that the museum is housed were the original palace of the first Greek monarch, King Othon Aâ&#x20AC;&#x2122;, and were in use during 1836-1843. The present projects acts as an expansion of the current complex in order to allow the improvement of the museum experience and the more efficient artefact and exhibit exposition. The new building is operating as the linker between the existing museum, the extension that is part of the proposal and the urban fabric. Simultaneously, its geometry and program of uses organisation presents the possibility of visual relationship between the city and the exhibition, rendering the city itself part of the exhibition experienced during the visit to the museum. The building being as complex and vast as a museum is supposed to be; was studied even further so as to solve a range of static and building material problems that have risen during the design process. Construction drawings and details in scales ranging from 1:100-1:10.

1 1A

Τμήμα B

1 1A

+3.82

Κάτοψη Θεμελίων

Αρχιτεκτονικός Σχεδιασμός 8

Κτίριο Σύνθετων Λειτουργιών Δημόσιου Χαρακτήρα

Σπουδαστική Ομάδα:Βαρούτσος Παναγιώτης 04109052 Πολύζος Μιχάλης 04109068 Παπανικολάου Κωνσταντίνα/Ζωή 04109063

Διδακτική ομάδα : Καφρίτσα Μαρία, Παναγιώτης Βασιλάτος Εαρινό Εξάμηνο 2012-2013

Κλίμακα 1:50

Λογιστήριο

WC Επισκεπτών

ΔΑΠ: ΒΙΟΜΗΧΑΝΙΚΟ ΔΑΠΕΔΟ

1A 1B

Υ1 Ø40

Υ2 Ø40

ΔΑΠ: ΚΕΡΑΜΙΚΑ ΠΛΑΚΙΔΙΑ

Κουζίνα ΔΑΠ: ΚΕΡΑΜΙΚΑ ΠΛΑΚΙΔΙΑ Στ. Δαπέδου

WC Προσωπικού ΔΑΠ: ΚΕΡΑΜΙΚΑ ΠΛΑΚΙΔΙΑ

Στάθμη Εξκαφών

Υ1 Ø40

Στ. Εξκαφών

Υ2 Ø40

Στ. Μπετόν

-10,45 -10,55

Στ. Mπ. Καθαριότητας

Στ. Μπετόν

Υ2 Ø40

1A 1B

Αποθήκη-Τροφοθήκη

-2,00 -2,10

Στ. Δαπέδου

-2,00 -2,10

Στ. Δαπέδου

+13,40 +13,30

Στ. Μεταλλικού ΦΟ

Μικρό Παρασκευαστήριο

ΔΑΠ: ΞΥΛΟ

1A 1B

Υ1 40x40

ΔΑΠ: ΞΥΛΟ

1A 1B

Υ1 Ø40

Υ2 Ø40

-0,80 Στ. Μπετόν -0,92 Στ. Δαπέδου

Προγραμματισμός Διαλέξεων-Εκδηλώσεων

3A 3B

Στάθμη Εξκαφών Στ. Mπ. Καθαριότητας Στ. Εξκαφών

34 45

-7,40

-7,30

Υ11 Ø40

3A 4B

Υ12 Ø40

Υ13 Ø40

5A 4A 5B 4B

Υ12 Ø40

Τμήμα A

Υ5 Ø40

3A 3B

7 Στ. Μπετόν

4A 3A 4B 3B

Στάθμη Εξκαφών

Υ6 Ø40

Υ5 Ø40

3A 3B

Υ6 Ø40

4A 4B

Υ12 Ø40

Στάθμη Εξκαφών -10,45 -10,55

Υ9 Ø40

Υ7 Ø40

Πωλητήριο-Μικρό Βιβλιοπωλείο

8 7

ΔΑΠ: ΠΛΑΚΙΔΙΑ ΓΡΑΝΙΤΗ (ΜΑΥΡΟΥ ΧΡΩΜΑΤΟΣ) Στ. Δαπέδου

Υ13 Ø40

5A 5B

υ π

Υ9 Ø40

2 1

Foyer

Υ8 Ø40

ΔΑΠ: ΞΥΛΟ

Στ. Δαπέδου

Στ. Μπετόν

ΣΔ -6,00 ΣΜ -6,12

-6,00

υ π

Στ. Δαπέδου

Υ9 Ø40

+13,40

Υ8 Ø40

Υλικά και Διατομές Κατασκευής Δικτυώματος

-3,00 -3,12

Στ. Δαπέδου

20 x 0,16 19 x 0,25

Αμφιθέατρο 100θέσεων

3 x 0,17 2 x 0,25

ΔΑΠ: ΞΥΛΟ

8 x 0,17 7 x 1,00

ΔΑΠ: ΞΥΛΟΣτ. Μπετόν -6,12 υ π

Διάδρομος

+9,40 +9,30

Στ. Μεταλλικού ΦΟ

Υ7 Ø40

Τμήμα A 6A

Υ8 Ø40

Μικρό Παρασκευαστήριο

υ π

Υ4 Ø40

21 x 0,18 20 x 0,25

Υ5 Ø40

Στ. Mπ. Καθαριότητας

υ π

4A 5B

Στ. Εξκαφών

ΔΑΠ: Τσιμεντόπλακες

-10,45 -10,55

Τμήμα BΥ9 Ø40 Υ8 Ø40 Υ7 Ø40

Υ3 Ø40

Κεκλιμένη Πλάκα από Οπλισμένο Σκυρόδεμα

-3,00 -3,12

Υ11 Ø40

Στ. Mπ. Καθαριότητας Στ. Εξκαφών

Υ4 40x40

Υ3 40x40

Υ6 Ø40

Υ5 Ø40 Υ7 Ø40

+13,40 +13,30

24 x 0,18 23 x 0,25

19 20

3 2

5 4

Στ. Δαπέδου

Στ. Μεταλλικού ΦΟ

υ π

Υ10 Ø40

Στ. Δαπέδου

Υ13 Ø40

Τμήμα B

7 6

Υ6 Ø40Υ4 Ø40

ΔΑΠ: ΒΙΟΜΗΧΑΝΙΚΟ ΔΑΠΕΔΟ

Στ. Μπετόν

2 3

Γραφείο Διεύθυνσης

Υ3 Ø40

ΔΑΠ: ΞΥΛΟ

-2,00 -2,10

Στ. Δαπέδου

10 Ø40 Ø40 ΥΥ11

ΔΑΠ: ΞΥΛΟ

-7,30

Οπίσθια Προβολή

11 10

-7,40

Στ. Μπετόν

Στ. Εξκαφών

12 -4,50 -6,12

Στ. Δαπέδου

Στ. Mπ. Καθαριότητας

Υ4 Ø40

Στάθμη Εξκαφών A

2 3

Εστιατόριο-Καφέ

ΔΑΠ: ΒΙΟΜΗΧΑΝΙΚΟ ΔΑΠΕΔΟ

-10,45 -10,55

Στ. Mπ. Καθαριότητας Στ. Εξκαφών

Στάθμη Εξκαφών

Υ10 Ø40

Προβολή Αρχαίου Αρχαίου Τείχους ΠροβολήΤείχους

Κλίση 2,5%

Υ3 Ø40

Κλίση 2,5%

3 x 0,17 2 x 0,25

Υποδοχή-Εισητήρια ΔΑΠ: ΠΛΑΚΙΔΙΑ ΓΡΑΝΙΤΗ (ΜΑΥΡΟΥ ΧΡΩΜΑΤΟΣ)

6Γ

+9,40 Στ. Μεταλλικού ΦΟ +9,30 Στ. Δαπέδου

ΣΔ -3,05 ΣΜ -3,12

Σκηνή ΔΑΠ: ΞΥΛΟ

6Γ

-5,50 -6,12

Στ. Δαπέδου

Στ. Μπετόν

6Γ

Μεταλλική Λάμα UNP

160

12 Τεμάχια

Μεταλλική Λάμα L 70x7

16 Τεμάχια

Μεταλλική Λάμα UNP

120

40 Τεμάχια

Μεταλλική Λάμα L 70x7

160 Τμήμα Α 16 Τεμάχια

12 Τεμάχια

40 Τεμάχια

Μεταλλική Λάμα 60x6

ΔΙΑΔ ΡΟ ΣΤΗ ΜΗΣ ΠΡ ΣΤΑΘ ΟΣ ΜΗ +9 ΚΛΑΥΘΜ ,40 ΩΝΟΣ

Μεταλλική Λάμα 60x6

6Γ

+0.80

ΟΛΗ

K1 40x470

ΠΡΟΒ

K2 40x320

Υλικά και Διατομές Κατασκευής Δικτυώματος

ΠΡΟΒΟΛΗ ΔΙΑΔΡΟΜΗΣ ΠΡΟΣ ΚΛΑΥΘΜΩΝΟΣ ΣΤΗ ΣΤΑΘΜΗ +9,40

K1 40x470

6Γ

K2 40x320

ΠΡΟΒΟΛΗ ΔΙΑΔΡΟΜΗΣ ΠΡΟΣ ΚΛΑΥΘΜΩΝΟΣ ΣΤΗ ΣΤΑΘΜΗ +9,40

Μεταλλική Λάμα UNP

120

40 Τεμάχια

Σ1 30x220

Τμήμα Α

Μεταλλική Λάμα Στήριξης Τύπου II

Μεταλλική Λάμα Στήριξης Τύπου I A

22 Τεμάχια

Μεταλλική Λάμα Στήριξης Τύπου III

Σ3 30x100

8 Τεμάχια

Σ2 30x440

Σ4 30x475

28 Τεμάχια

Μεταλλική Λάμα Στήριξης Τύπου IV

52 51 50 49 48

Τεμάχια 10-0.60

47 46 45

44 43 υ π

53 x 0,18 52 x 0,25

41 40

Στ. Δαπέδου

+1,85

Στ. Δαπέδου

+9,40 +9,30

Στ. Μεταλλικού ΦΟ

+6,85

Σ5 30x325

5 1

Τμήμα B

ΠΡΟΒΟΛΗ ΣΚΑΛΑΣ ΣΤΑΘΜΩΝ +1,30 ΕΩΣ +4,09,40

Τμήμα B

Μεταλλική Λάμα Στήριξης Τύπου II

Μεταλλική Λάμα Στήριξης Τύπου I

22 Τεμάχια

8 Τεμάχια

39 38

Μεταλλική Λάμα Στήριξης Τύπου III

Σ6 30x400

19 20 21 22

23 24 25 26

28 Τεμάχια

Μεταλλική Λάμα Στήριξης Τύπου IV

Στ. Δαπέδου

32 31

+4,30

10 Τεμάχια

10 5

Αρχιτεκτονικός Σχεδιασμός 8

Κτίριο Σύνθετων Λειτουργιών Δημόσιου Χαρακτήρα 1

Κτίριο Σύνθετων Λειτουργιών Δημόσιου Χαρακτήρα

Διδακτική ομάδα : Καφρίτσα Μαρία, Παναγιώτης Βασιλάτος Εαρινό Εξάμηνο 2012-2013

Αρχιτεκτονικός Σχεδιασμός 8

Διδακτική ομάδα : Καφρίτσα Μαρία, Παναγιώτης Βασιλάτος Εαρινό Εξάμηνο 2012-2013

Κάτοψη Θεμελίων

Σπουδαστική Ομάδα:Βαρούτσος Παναγιώτης 04109052 10 Πολύζος Μιχάλης 04109068 Παπανικολάου Κωνσταντίνα/Ζωή 04109063

Κάτοψη Θεμελίων

Κλίμακα 1:50

Σπουδαστική Ομάδα:Βαρούτσος Παναγιώτης 04109052 Πολύζος Μιχάλης 04109068 Παπανικολάου Κωνσταντίνα/Ζωή 04109063

Κλίμακα 1:50

Κάτοψη Υπογείου -3.00

Αρχιτεκτονικός Σχεδιασμός 8

Κτίριο Σύνθετων Λειτουργιών Δημόσιου Χαρακτήρα

Σπουδαστική Ομάδα:Βαρούτσος Παναγιώτης 04109052 Πολύζος Μιχάλης 04109068 Παπανικολάου Κωνσταντίνα/Ζωή 04109063

Διδακτική ομάδα : Καφρίτσα Μαρία, Παναγιώτης Βασιλάτος Εαρινό Εξάμηνο 2012-2013

5 1

Κλίμακα 1:50

20 10

Αρχιτεκτονικός Σχεδιασμός 8

Κτίριο Σύνθετων Λειτουργιών Δημόσιου Χαρακτήρα Διδακτική ομάδα : Καφρίτσα Μαρία, Παναγιώτης Βασιλάτος Εαρινό Εξάμηνο 2012-2013

Κάτοψη Παταριού +13.40 Σπουδαστική Ομάδα:Βαρούτσος Παναγιώτης 04109052 Πολύζος Μιχάλης 04109068 Παπανικολάου Κωνσταντίνα/Ζωή 04109063

10 5

Κλίμακα 1:50

+9,40 +9,30

Στ. Δαπέδου

0,10

0,60

0,15

1,60

0,40

0,15

Στ. ΦΟ

0,15

+5,40 +5,30

Στ. Δαπέδου Στ. Μπετόν

Μεταλλική Κοιλοδοκός 100x100

+1,40 +1,25

Στ. Δαπέδου

museum of the city the memory of the city of athens Athens, Greece

Στ. Μπετόν

Ξύλινη Επικάλυψη Πάχους 2,2cm

-6,00 -6,12

Στ. Δαπέδου Στ. Μπετόν

10|24

0,65

Προβολή Συνδετήτιας Δοκού

Στ. Mπ. Καθαριότητας Στ. Εξκαφών

-7,40

-7,30

0,80

0,15

0,25

0,85

0,60

1,70

+19,50

Στ. Δαπέδου

+16,30

+13,40 +13,30

Στ. Μεταλλικού ΦΟ

Σύντμηση Ύψους Στάθμης

Υποστήλωμα Οπλισμένου Σκυροδέματος Κυκλικής Διατομής Ø40 Στ. Δαπέδου

+9,40 +9,30

Στ. Μεταλλικού ΦΟ

Σύντμηση Ύψους Στάθμης Υποστήλωμα Οπλισμένου Σκυροδέματος Κυκλικής Διατομής Ø40

+5,40 +5,30

Στ. Μπετόν

+1,40 +1,25

0,15

0,10

0,15

0,60

0,40

Στ. Μπετόν

0,15

Στ. Δαπέδου

1,50

museum of the city the memory of the city of athens Athens, Greece

Στ. Δαπέδου

11|24

I Want my Village...my Gay Village (David Kito Kisule, 1964-2001)

a protected LGBTQI settlement Research Led Design, Winter 2017 Supervisor: Hannah Corlett Collaboration:Aikaterini Karadima https://issuu.com/mixalispolyzos/ docs/portfolio

By its establishment, the area of Whitechapel started becoming the supplementary area of the city. The high concentration of various industries labeled the area as an immigration settlement, from its early days. However, the area does not present an aggregation of various nucleus of communities, but one indivisible community with a medley of people. In other words, as Whitechapel was rendered to an immigrant receptor concluded to a rather strong community sense. Thus, a munber of occurences crack this community sense. The LGBTQI community is one and is equally stigmatised by all the communities. The proposal is to investigate the spatio-social occurences in the area so as to organise a settlement for the LGBTQI community of the Whitechapel. therefore, a nucleous is proposed; organised in a way to be self-sufficient, but at the same time reference the neighbourhood that it is placed. this settlement is designed in a first-floor-up basis and provides the necessary amenitis, facilities and opportunities for the users. In addition, it is imlied that the proposal could be incorporated for different groups of people. This will allow communities that have this feeling of uncertainty to grow and develop. Ideally, there could be developed a network of villages hovering over the city of London, allowing this multi-dimensional character of the city to grow, flourish and be showcased, because the city itself is a collage of differences. Therefore, what is more suitable than preserving them and allowing them to show this hidden complexity.

Whitechapel | London, UK

i want my village...a protected LGBTQI settlement

[...amenities nuclei...]

10|24 [...intervention extracted from its content...]

[...intervention development timeline Artillery Passage|LQBTQI village...]

Link:

[...master plan of the proposal|stage 0...]

[...circulation network...]

[...landmark | connector tower...]

Pahiorachi | Aegina, Greece

structural analysis of a stone-built building

[...public services section of the intervention...]

11|24 [...intervention perspective...]

[...intensions abstract visualisation...]

[...perspective of the landmark|tower...]

Defensive Structure the venetian fortezza Dissertation, March 2015 Supervisor:Costantinos Karadimas Collaboration with: Konstantina ZD Papanikolaou Link: https://dspace.lib.ntua.gr/ h a n d l e / 1 23 4 5 6789/4204 6 ? l o c a l e attribute=en

Bibliography

Rethymno | Crete, Greece

defensive structure the venetian fortezza

Situated on top of the Palaiokastro hill, which is located on the northernmost side of the city of Rethymno, is found the Venetian fortress of Fortezza. Until the arrival of the Venetians, the city of Rethymno was situated on the verge of the Palaiokastro hill with no intense expansion, leading to the fortified city named Castrum Rethemni. The factors that affected the form and structure of the Fortezza fortress was principally the rocky Palaiokastro hill, which limited the engineers and the builders to implement the principles of the fronte bastionato system: not only the four main bastions are not completed, but also the piazze basse (defensive formations) were simply openings on the wall in order to place the firearms. The main gateway, but also the two minor gates, were constructed according to the construction regulations, not only considering their location in the fortress but also the form and structure regulations implemented. Also, there are two formations, called cavalieri, situated on the St. Loucas and over the main gate in order to fortify each one of these locations. In an over all, even though in the example of the Fortezza fortress there have been a series of financial difficulties, landscape and sub surface irregularities, led to a simplified fortification which lists a number of basic principles. This simplified result is very intriguing since the deviations from the basic fronte bastionato system created a peculiar and unique fortress, which is not implemented to other Venetian fortification as it is directly intertwined with the location of the fortress.

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1. Steriotou Ioanna, 1979, the venetian fortifications of Rethymno (1540-1646) contribution to foertification architecture 16th and 17th C vol. a’ and b’, Thessaloniki publications, Greece. 2. Giourmpakis Markos, 1970, fortezza=fortress: The history of the Venetian fortress of Rethymno, Rethymno publications. 3. Steriotou Ioanna, 1989, Fortezza of Rethymno: the defense of the city in the era of the Venetian occupation, Thessaloniki publications, Greece. 4. Kalokiris Kostas,1950, History of the city of Rethymnon, Athena publications. 5. Giotopoulou Katerina, 1955, Greko publication, Athens. 6. Valaris Themistoklis, 2005, a city of memories, Rethymno publications, Crete, Greece. 7. Marmara Elli and Nenedakis Andreas, 1978, Rithymna-Retino-Rethymno, Athens Gramak publication. 8. Gerola Giuseppe, 1932, I Francescani in Creta al tempo de Dominio Veneziano, Assissii publications, Italy. 9. Gerola Giuseppe, 1909, Ramegna bibliografia : G. Scaffini, Notizia intorno rei prima cento anni della dominazione veneta in Creta, Alessandria 1907 VIII pag. 66n., Venetia publications. 10. Gerola Giuseppe, 1905-1917, Monumenti veneti nell isola di Creta : Ricerche e deserizione fatte dal dottor. 11. Giuseppe Gerola per incarico del R. Istituto Venetia publications. 12. zafiropoulou Nadia and Kazakou Maria, 2001, Venetians and Ioannites knights fortification networks. 13. Architecture, (available at: www.academia.edu/1388117/Athanasoulis_D.). 14. Andrej Žmegač, 2009, Ingegnero francese: De Villeova pulska utvrda,(available at: www.academia.edu/8302571/_Ingegnero_francese_._De_Villeova_pulska_ utvrda_Ingegnero_francese_._De_Villes_Fort_in_Pola). 15. Tsilalis Christos, 1973, Chronicles of fortifications (Ch. Dimitris Pikionis’s Contribution to the exploitation of “Fortezza” in Rethymno, Crete, pp. 231-241), Technical Chamber of Greece publications. 16. Dionisiou S. Prevezanou (tutor: Moropoulou), 1999, Assessment of the damage of the Venetian fortifications of Heraklion and Fortetsa Rethymnon, National Technical University School of Chemical Engineering, Department of Materials Science and Engineering. 17. Persephoni Pattakou, 2012, Walk to Fortezza. Reformation of the Archaeological Site of Rethymno Fortress, National Technical University of Athens School of Architecture Technological Peak Complex. 18. Noukaki Anastasia, 2003, Rethymno: sections in the west coast, National Technical University of Athens School of Architectural Engineer Department of Urban Planning. 19. Giorgos Gianbanis-Vassiliki Kiriakopoulou-Theodora Papadoniou, 1986, Rethymno: the evolution of the old city, National Technical University of Athens School of Architectural Engineer Department of Architectural Design.

In-Sight Out the venetian fortezza Major Design Project, October 2016 Supervisor: Constantinos Moraitis Costantinos Karadimas Collaboration with: Konstantina ZD Papanikolaou

Link: https://dspace.lib.ntua.gr/ h a n d l e / 1 2 3 4 5 6 7 8 9 / 4 0 74 6 ? l o c a l e attribute=en

Rethymno | Crete, Greece

in-sight out the venetian fortezza

Over the years the location of the fortress was influential, and the area inside the walls still is a touristic destination for visitors around the world, who visit the fortress from May to September, whereas during the remaining seven months, the main east gate remains closed. A new programme of uses is sought out, in order to attract visitors and erase the dead period. Due to the historical importance of the monument, the historical identity of the site could not be ignored and must be highlighted through the recommended new uses. Firstly, a culture complex is selected as one of the main new uses. The user could, also, tour the existing buildings of the fortress, which will operate as stops of the new cultural park. In order to not only highlight the history of Rethymno, which was conquered by many different civilizations, but also taking into consideration the needs of Greece of 2015, it was decided to include a group assimilation system through the creation of a tutorial centre to teach the Greek language and tradition to the people interested and furthermore a complex of assistance offices for vulnerable social groups. Moreover, on the interior and the exterior of the cultural complex are created spaces for valious activities, sitting and outdoor spaces for users of all ages. Furthermore, the library of Rethymno is transferred inside the walls, which will be organised into three sections and units (each representing the 3 major historic periods of the fortress-city). The library will be in cooperation with a reading building nearby. Finally, it is thought to re-open and re-construct the north and west gates for the better use of the fortress and the proposed uses, and also to organise the network of movement and outdoor spaces for the facilitation of the visitor.

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Rethymno | Crete, Greece

in-sight out the venetian fortezza

[...model of the proposal | Fortezza of Rethymno...]

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[...proposal masterplan | Fortezza of Rethymno...]

[...culture|education centre | Fortezza of Rethymno...]

[...the library inside the walls | Fortezza of Rethymno...]

[...culture|education centre...]

Rethymno | Crete, Greece

in-sight out the venetian fortezza

[...the library of Rethymno...]

[...proposal additions | Fortezza of Rethymno...]

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Docking @ the Palazzi revitalizing the nobility vantage Space Syntax, Spring 2017 In Situ Research and Design Supervisor: Sophia Psarra Exhibited in Historic Urban Landscapes (HUL) exhibition, sponsored by Bartlett and UNESCO.

Venice | Italy

docking @the palazzi revitalizing the nobility vantage

To be published on the next EDR issue (UCL Bartlett School of Architecture publication).

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In Venice 385 palazzi are scattered throughout the city; situated on the Venetian Lagoon. Since the palazzi were the trading headquarters of the respective merchant; there was immediate access to the canal network, in order to facilitate the transactions. The main idea of the project is to turn what used to be semi-public space into a sheltered extension of the neighbouring campo|open-air space. These new campi are proposed to house the vaporetto and gondola stations, since a number of the existing structures are considered problematic. The main problem is their allocation, since they are either hidden visually from the main pedestrian network, or situated at central campi causing circulation problems when people disembark. In order to implement this shift of the transportation system, it is necessary to pin the intervention sites. This process was based on the unique characteristic of the palazzi, which is the fact that they consist nodes that unify the two networks, canal and pedestrian street. Therefore, the systems were considered separate so as to analyse circulation from and to the nodes from each network separately. But, most importantly, the systems were also considered as a unity in order to examine the circulation opportunities that are possible by this network shift. The vicinity with open-air spaces was, also, considered in order to produce the desirable sheltered campo result that is rather meaningful for the success of the project. As open-air spaces, apart from the campi, private courtyards and atriums, with the possibility of communisation, were examined. In other words, an intervention site could not be immediately linked with a campo as long as there is a succession of open-air spaces that allow visible relation. The new network is aiming at the improvement of the use of the city, consequently the pinned sites must not replace or remove any existing condition. For this reason, classification diagrams and tables designate the proper intervention for each site, filtered with building use and space succession. In other words, an intervention site could be relocated since the normal function of the existing is predominant. Apart from the proper intervention site, the classification tables determine the possible intervention as well as the relation with neighbouring buildings. In addition, it is also designated by these tables the way of the alteration on the existing built fabric to protect the built heritage.

[...segment analysis NACHn on netwrok intervention...]

Venice | Italy

docking @the palazzi revitalizing the nobility vantage

[...intervention elements components of the addition...]

[...venetian palazzi components and typical building organisation...]

[...selected water-pathways segment analysis NACHn...]

[...possible intervention sites per island...]

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[...segment analysis NACHn before intervention...]

Venice | Italy

docking @the palazzi revitalizing the nobility vantage

[...campi normalised choice NACHn...]

18|24 [...segment analysis NACHn after intervention...]

[...intervention implementation San Michele example | canal view...] [...intervention implementation San Michele example | street view...]

[...construction timeline...]

Sea Watch a small-scale life-guard tower Building Technology, June 2012 Supervisor: Eleni Alexandrou Collaboration with: Stamatina Rouni Konstantina ZD Papanikolaou

The project consists of a lifeguard watch tower and bathersâ&#x20AC;&#x2122; changing rooms. It concerns the study and design of a wooden/metal structure with particular emphasis on architectural expression in relation to constructional issues, integration into the environment, preconstruction capability and integrity of the construction details composed. The structure is organised as follows _sea level; two changing rooms and a platform for the necessary equipment, and _upper level; main area of the watching tower. The construction due to its position and mainly its use during the summer months; was considered necessary to include movable parts that are placed in the side faĂ§ades and the final roof level. Therefore, the user is able to alter the tower so as to meet his needs at the time. Also, for the better visual relation between the lifeguard and the swimmers; a mobile platform was created in the main watch tower level. This platform allows through movement the expansion of the platform to the sides of the structure.

Porto Rafti | Attiki, Greece

sea watch a small-scale lifeguard tower

[...isometric 3D visualisation of the structure...]

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[...3D visualisation of the structure...]

double timber column 6.0 10.0 2.0

10. 10.0

6.0

main beam

6.5

3.0

metal beam case thickness 5mm

13.5

3.0

10.0

2.5

6.5

3.0

5.0

Δοκοθήκη Ζ

4.5

4.0

3.0

5.0

Κλίμακα 1:2.5

4.0

15.0 6.5 3.0

2.3

5.0 2.0

6.5

Δοκοθήκη E

4.0 2.3

metal case beam B 7.5

secondary beam 2.0

20.0

0.5

metal beam case thickness 5mm

4.5

6.5

4.0

5.0

secondary beam

main beam

6.5

immediate assemblage with bolt Ø8

12.8

4.0

4.5

4.0

13.5

2.5

6.5 7.5

15.0

2.5

Κλίμακα 1:2.5

6.0 10.0

1.5

2.0

10. 10.0

6.0

2.5

main beam

6.5

3.0

metal beam case thickness 5mm

13.5

3.0

2.5

5.0

4.0

15.0

10.0

Διπλό Υποστήλωμα 7.5

5.0

3.0 4.0

6.5

20.0

3.8

5.0

2.0

4.5

6.5

3.0

Κλίμακα 1:2.5

Διαμπερής Σύνδεση με Μπουλόνι Ø8 5.3

5.0

Δοκοθήκη Ζ

6.5

20.0

3.3 9.5

4.0

3.0

4.5

5.3

Δοκοθήκη E 5.0

Κλίμακα 1:2.5

4.0

main beam

3.2

2.8

3.0

metal beam case thickness 5mm

4.5

9.8 7.5

7.0

2.5

6.5

double timber column

5.2

6.5

7.5

2.3

9.5

5.0

Δοκοθήκη Ζ

4.5

main beam

5.3

2.2

10.0

4.0

12.8

13.5

3.2

2.2

4.0

3.0

20.0

4.0

3.0 3.0

3.0

1.5

2.3

6.5

3.0

metal beam case thickness 5mm

metal beam case thickness 5mm metal beam case thickness 5mm

4.5

6.5

10.0 2.0

10.0

6.0

3.0

main beam

6.0

metal case beam B

4.0

6.5

4.0

10.

3.0

4.0

main beam

5.0

2.0

4.5

2.5

double timber column

10.0

1.5 4.5

2.0

6.5

2.5

Κλίμακα 1:2.5

5.0 2.0

7.5

4.0

immediate assemblage with bolt Ø8

2.8 4.5

2.5 5.0

7.0

2.5

1.5 4.5

2.0

0.5

2.2 2.2

2.0 4.0

13.5

3.2

3.0

10.0

13.5

10.0

3.2 4.8

Διαμπερής Σύνδεση με Μπουλόνι Ø8 6.0

3.3

Πρωτεύουσσα Δοκός

Κλίμακα 1:5

4.8

Μεταλλική Δοκοθήκη Διπλό Υποστήλωμα Πάχους 5mm

10.0

6.5

12.8

10.0

15.0 4.8

Λεπτομέρεια Λ3 structure...] [...construction drawings of the

4.8

Κλίμακα 1:5

Παρατηρητήριο Ναυαγοσώστη με Αποδυτήρια Λουομένων +8.30

Συνθέσεων Τεχνολογικής Αιχμής 0.3

12.8 Αρχιτεκτονικός Σχεδιασμός 6Α 6.6 6.3

10.0

Πρωτεύουσσα Δοκός

Σχολή Αρχιτεκτόνων Μηχανικών 3.1 Τομέας 4 6.3 6.6

2.8

2.5

Λεπτομέρεια Λ3

Λεπτομέρεια Κλίμακα Λ7 1:5

Εθνικό Μετσόβιο Πολυτεχνείο

7.0

10.0

Γενικά Κατασκευαστικά Σχέδια

10.0

4.8

3.1

Συνδεσμολογία

Κλίμακα 1:5

3.1

10.0

Μεταλλική Δοκοθήκη Πάχους 5mm

10.0

6.5

5.0

2.0

4.5

3.0

12.8

4.0

6.5

15.0

3.0

Σπουδαστική Ομάδα

10.0

Παπανικολάου Κωνσταντίνα-Ζωή

04109063

Ρούνη Στματίνα-Μαρία

04109698

Πολύζος Μιχάλης

5.2

04109068

4.8

10.0

12.8

9.8

5.0

10.0

3.1 6.3 0.3

6.6 6.3

4.7 12.8

6.6

3.1

Δοκοθήκη B

4.8

6.5

3.1

Κλίμακα 1:2.5

3.1

3.8

10.0

Εθνικό Μετσόβιο Πολυτεχνείο

Σχολή Αρχιτεκτόνων Μηχανικών Τομέας 4 Συνθέσεων Τεχνολογικής Αιχμής

Αρχιτεκτονικός Σχεδιασμός 6Α

Παρατηρητήριο Ναυαγοσώστη με Αποδυτήρια Λουομένων

Ξύλινες Γενικά Σανίδες (120x22) Κατασκευαστικά Σχέδια Μαδέρια (50x35) Συνδεσμολογία Φύλλο Λαμαρίνας 8mm Μεταλλική Διατομή L115x75

Εθνικό Μετσόβιο +6.35 Πολυτεχνείο

Κλίμακα 1:5

Σχολή Αρχιτεκτόνων Μηχανικών Τομέας 4

Παπανικολάου Κωνσταντίνα-Ζωή 4.8

04109063

Ρούνη Στματίνα-Μαρία

04109698

Πολύζος Μιχάλης

Λεπτομέρεια Λ7 Κλίμακα 1:5

Γενικά Κατασκευαστικά Σχέδια

Συνθέσεων Τεχνολογικής Αιχμής

+6.10

4.7

Σπουδαστική Ομάδα

Παρατηρητήριο Ναυαγοσώστη με Αποδυτήρια Λουομένων

Συνδεσμολογία

Αρχιτεκτονικός Σχεδιασμός 6Α

Κλίμακα 1:5

7.0 6.0

Δοκοθήκη B

2.8

shelter suspension

2.5

Κλίμακα 1:2.5

10.0

04109068

K 05

5.2

5.0

Παπανικολάου Κωνσταντίνα-Ζωή

+6.35 Ρούνη Στματίνα-Μαρία

04109063

04109698

Πολύζος Μιχάλης

04109068

Γενικά Κατασκευαστικά Σχέδια

Συνθέσεων Τεχνολογικής Αιχμής

Συνδεσμολογία

Αρχιτεκτονικός Σχεδιασμός 6Α

9.8

Σπουδαστική Ομάδα

Παρατηρητήριο Ναυαγοσώστη με Αποδυτήρια Λουομένων

Σχολή Αρχιτεκτόνων Μηχανικών Τομέας 4

0.956

Εθνικό Μετσόβιο Πολυτεχνείο

13.5

12.8

Κλίμακα 1:5

6.5 3.8

Σπουδαστική Ομάδα

Παπανικολάου Κωνσταντίνα-Ζωή 13.5 7.0

04109063

Ρούνη Στματίνα-Μαρία 6.0

04109698

2.8

Πολύζος Μιχάλης

04109068

2.5 10.0

Λεπτομέρεια Λ7

moveable shading panel

Κλίμακα 1:5

+5.00

+5.00 0.961

0.931

Εθνικό Μετσόβιο Πολυτεχνείο

Παρατηρητήριο Ναυαγοσώστη με Αποδυτήρια Λουομένων stable shading panel

Σχολή Αρχιτεκτόνων Μηχανικών Τομέας 4

Γενικά Κατασκευαστικά Σχέδια

Συνθέσεων Τεχνολογικής Αιχμής

Συνδεσμολογία

Αρχιτεκτονικός Σχεδιασμός 6Α

+3.00

0.200 0.160 0.148 0.200

0.718

timber boards (150x12) plywood 10mm diagonal beams (40x40) plywood 10mm timber beam (130x65)

+3.00

moveable platform

1.674

double timber column cross-section 200x70

0.400

0.126

timber boards cross-section 60x5 41°inclination

+0.20

±0.00

±0.00 0.490

0.176

1.050

0.210 0.150

0.650

0.360

0.176

0.150

0.050

Porto Rafti | Attiki, Greece

0.200

sea watch a small-scale lifeguard tower

0.450

1.015

2.250

+2.40

[...construction timeline...]

+4.00

0.956

+4.00

Κλίμακα 1:5

Σπουδαστική Ομάδα

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Παπανικο

Bury the Tracks cancelling the city division with villages Major Design Project, Spring 2017 Research Led Design, MAHUE Supervisor: Peter Bishop Exhibited in the Post-Past Pre-Future exhibition, sponsored by Bartlett. Link: https:// www.ucl.ac.uk /bartlett/architecture/ events/2017/oct/post-past-pre-future.

[...integration analysis of the central area of the city of Athens...]

Athens, Greece

bury the tracks cancelling the city division with villages

[...exhibition poster...]

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In many cities around the world, strong infrastructure lines were used or were rendered, with the passage of time, to apparent division lines of the urban fabric and community cohesion. This fact is persisting to this day turning the tracks into iron barriers of either class, race or social status. A number of these lines are still standing as a reflection of discriminatory policies and treatments, but also of the power of infrastructures themselves to segregate, giving the ground to epithets like; â&#x20AC;&#x153;the other side of the tracksâ&#x20AC;? to emerge. Therefore, the relation between strong linear infrastructures and community composition/allocation is searched out. In other words, this study questions whether the tracks entail an urban division, or if there are more factors that contribute to the aforementioned inequality. Furthermore, in a next step, an effort is being made so as to invert this standing condition. Ultimately, culminating to a method which could piece together the two sections of the city and solve the disparity. Namely, the barrier of the rail tracks that constitutes a severing line drawn to the city; would be turned into a stitching line that would bring the communities on both sides together, through a sequence of nodes placed along the curve. The stitching line could, at the same time, assist to the uplift of the existing fabric according to the ever-changing needs of a modern city. The network of the Greek national railway tracks and stations in Athens is chosen as case study. It was selected because the establishment of the network took place in a tabula rasa condition. On the grounds that the site was formerly agricultural fields; there was no historical precedent for the occupiers to develop from and, therefore, the development and the use of the surrounding area will be solely based on spatial and social factors.

[...accessibility|connectivity of the areas around the railway tracks....]

[... redevelopment opportunities of the central Athens area...]

Athens, Greece

bury the tracks cancelling the city division with villages

23|24 [... urban space attributes and characteristics across the Railway network of the city of Athens...]

[...3D visualisation of the proposal alternative...]

Athens, Greece

bury the tracks cancelling the city division with villages

[...intervention layout...]

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[...intensions masterplan...]

Roberto Succo Bernard-Marie Koltès

Half Moon Theatre | London, UK

Roberto Succo Bernard-Marie Koltès

Scenography, February 2013 Supervisor: Stavros Giftopoulos Collaboration with: Stamatina Rouni

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The play is based on a real story, which was rendered into a theatrical play by Bernard-Marie Koltès, in 1988. The protagonist; Roberto Succo, was called R. Zucco, but due to a typographical error, the theatrical text has the name misspelt until today. After the double murder of his mother and his father, Succo was judged mentally unstable and psychologically sick and sent to prison for psychologically disturbed people, where he studied political science, which testifies his spiritual nature. He remained in prison for five years, then escaped and committed a series of crimes (murders, rapes, robberies), part of which is part of the play. After his arrest and his second attempt to escape from prison, he commits suicide at the age of 26. The main idea of the project was based on the fact that the text itself is divided into several sub-sections/ scenes, namely 15 in number, and the time delay, short or long, from one scene to the next, while at the same time some scenes show a time discontinuity. In addition, the restore of the earlier form of presentation of religious mysteries, where every scene of a section of every religion is presented on the move so that the spectacle is accessible to all, was considered suitable for the play. Thus, a split scene layout is introduced, where the relative movement of spectators-actors is reversed, stabilizing actors in small nuclei while spectators move around perimetrically attending each scene. Thus the theatrical space takes the character of a museum space and the relation between spectator-theatrical play changes character by acquiring an observer-museum exhibit relation. The play is placed in the Half Moon Theatre in London, which is a black box theatre. This allows the cancellation of the typical format of the theatre since the main theatre space is an open plan space. Therefore, the scenes are apposed in the theatrical space in a way to reminisce exhibits and allow the free circulation of the spectators.

Michail Polyzos

mix_pol@hotmail.com Linkedin: Michail Polyzos issuu: mixalis polyzos