Portfolio Renan Prandini Politecnico di Milano 2017-2019
Politécnica da Univ. São Paulo 2014-2020
Structural Engineering Building Engineering Architecture
ACOMPLISHMENTS
RENAN PRANDINI TAN Structural Engineer Architect
São Paulo, Brazil +55 11 95430 7174 renan.pran@gmail.com
Birthday Nationality
11th March, 1996 Brazilian/Italian
tasks and flexible in group activities. Has international experience in the design of timber structures, sustainability concepts, complex BIM projects and has been a researcher of tensile structures.“
EXPERIENCE
São Paulo, Brazil
May/2019 – Feb/2020 Oslo, Norway
May/2017 – Sep/2017 São Paulo, Brazil
Mar/2016 – May/2017 São Paulo, Brazil
Oct/2015 – Oct/2016 São Paulo, Brazil
Milan, Italy
São Paulo, Brazil
Feb/2011 – Dec/2013 São Paulo, Brazil
TAN, R. P.; YAMASHITA, S.; KOPYTINA, O. . Re-stadium. Rethinking sports facilities for adaptive reuse. Master thesis in Architectural Engineering, Politecnico di Milano, 2019 Presentations
Honors and Awards
Courses
Facade engineer / Architect
24th Undergraduate Research International Symposium of USP (SIICUSP) of “Aplicação do software IxCube 4.10 para modelagem paramétrica de Estruturas de Membrana”. Comprehensive Design Workshop 2019, Keio University, Tokyo, Japan Finalist at “Residential Stadium: Adaptive Reuse” Architectural Design Competition (2018) Excellent Project “SI Biossistec Jr.” and “Last Piece” awarded by Poli Júnior Lions Club Val San Martino Award for the best master thesis in Innovation and Sustainability (2019) AutoCAD 2D, Advanced MS Excel and VBA “Formal Presentations in English” Course (2017/2018) at Politecnico di Milano “Global Intensive: Energy Systems in the Built Environment” Workshop at Politecnico di Milano
Software
Studio Arthur Casas (arthurcasas.com) • Sustainability analysis, structural concepts and facade detailing
Word
Structural engineering Intern
PowerPoint
Bollinger + Grohmann Ingeniører (bollinger-grohmann.com) • Structural design and detail of timber, concrete and steel structures • Consultant and analysis of sustainability concepts • BIM Projects Level 2 and 3
Excel Project VBA
Intern Urbit (urbit.com.br) • GIS, Big data scraping and analysis • Map/User interface algorithms in Javascript • Back-end and front-end programming
Autocad
TI analyst & Sales assistant
Dynamo
Poli Júnior (polijunior.com.br) • Develop IT systems for online management of data • Web data gathering (Scraping)
Rhinoceros
Civil 3D Revit Architecture Infraworks Sketch Up
Illustrator
Researcher on Tensile Structures
Photoshop InDesign V-Ray
Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP) • Study form finding methods and technology used in lightweight structures • Design, model and prototype a Tensile Structure in real scale
Software
Self Assessment
••••• ••••• ••••• •••◦◦ •••◦◦
Python
••••• •••◦◦ ••••• ••◦◦◦ •••◦◦ •••◦◦ ••••◦
PHP
••••• ••••◦ ••••◦ ••◦◦◦
Dlubal RFEM
Self Assessment
••••◦ •••◦◦ ••••• ••••• •••◦◦ ••◦◦◦ •◦◦◦◦ •••••
C/C++/C# JavaScript CSS, HTML VBA SQL Grasshopper SAP2000 Karamba3D ixCube 4.10 Tensile Structures Robot Structural Analysis Seismostruct
QGIS, ArcMap TRNSYS Energy Simulation Sefaira Energy Simulation
••••◦ •••◦◦ ••••• •••◦◦ ••••◦ ••••◦ ••••◦ ••••◦ •••••
LANGUAGES
Master’s degree in Architectural Engineering (Double Degree) Politecnico di Milano GPA: 106/110
Feb/2014 – Dec/2020
TAN, R. P. ; PAULETTI, R. M. O. . A comparison of alternative form finding methods in ixCube 4.10 program. In: IASS 2016 Tokyo Symposium: Spatial Structures in the 21st Century, 2016, Tokyo.
SKILLS
EDUCATION Sep/2017 – Out/2019
Publications
behance.net/renanprandini
“Enthusiast for sustainability, complex structures and optimization. Resilient in complex
Jul/2020 – Present
TAN, R. P. ; Pauletti, R. M. O.. IxCube 4.10 application for parametric modeling of membrane structures. Escola Politécnica, Universidade de São Paulo. Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP), 2015.
Mother tongue Other languages
Certifications
Portuguese COMPREHENSION
TOEFL IBT – Score 100 CELI 3 – nivello B2 – Grado C SPEAKING
WRITING
LISTENING
READING
INTERACTION
PRODUCTION
English
C2
C2
C1
C1
C1
Italian
C1
C1
C1
C1
C1
High School
Spanish
B2
B2
B2
B2
B2
Colégio Bandeirantes
German
A1
A1
A1
A1
A1
Master’s degree in Civil Engineering Escola Politécnica da Universidade de São Paulo
ACOMPLISHMENTS
RENAN PRANDINI TAN Structural Engineer Architect
São Paulo, Brazil +55 11 95430 7174 renan.pran@gmail.com
Birthday Nationality
11th March, 1996 Brazilian/Italian
tasks and flexible in group activities. Has international experience in the design of timber structures, sustainability concepts, complex BIM projects and has been a researcher of tensile structures.“
EXPERIENCE
São Paulo, Brazil
May/2019 – Feb/2020 Oslo, Norway
May/2017 – Sep/2017 São Paulo, Brazil
Mar/2016 – May/2017 São Paulo, Brazil
Oct/2015 – Oct/2016 São Paulo, Brazil
Milan, Italy
São Paulo, Brazil
Feb/2011 – Dec/2013 São Paulo, Brazil
TAN, R. P.; YAMASHITA, S.; KOPYTINA, O. . Re-stadium. Rethinking sports facilities for adaptive reuse. Master thesis in Architectural Engineering, Politecnico di Milano, 2019 Presentations
Honors and Awards
Courses
Facade engineer / Architect
24th Undergraduate Research International Symposium of USP (SIICUSP) of “Aplicação do software IxCube 4.10 para modelagem paramétrica de Estruturas de Membrana”. Comprehensive Design Workshop 2019, Keio University, Tokyo, Japan Finalist at “Residential Stadium: Adaptive Reuse” Architectural Design Competition (2018) Excellent Project “SI Biossistec Jr.” and “Last Piece” awarded by Poli Júnior Lions Club Val San Martino Award for the best master thesis in Innovation and Sustainability (2019) AutoCAD 2D, Advanced MS Excel and VBA “Formal Presentations in English” Course (2017/2018) at Politecnico di Milano “Global Intensive: Energy Systems in the Built Environment” Workshop at Politecnico di Milano
Software
Studio Arthur Casas (arthurcasas.com) • Sustainability analysis, structural concepts and facade detailing
Word
Structural engineering Intern
PowerPoint
Bollinger + Grohmann Ingeniører (bollinger-grohmann.com) • Structural design and detail of timber, concrete and steel structures • Consultant and analysis of sustainability concepts • BIM Projects Level 2 and 3
Excel Project VBA
Intern Urbit (urbit.com.br) • GIS, Big data scraping and analysis • Map/User interface algorithms in Javascript • Back-end and front-end programming
Autocad
TI analyst & Sales assistant
Dynamo
Poli Júnior (polijunior.com.br) • Develop IT systems for online management of data • Web data gathering (Scraping)
Rhinoceros
Civil 3D Revit Architecture Infraworks Sketch Up
Illustrator
Researcher on Tensile Structures
Photoshop InDesign V-Ray
Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP) • Study form finding methods and technology used in lightweight structures • Design, model and prototype a Tensile Structure in real scale
Software
Self Assessment
••••• ••••• ••••• •••◦◦ •••◦◦
Python
••••• •••◦◦ ••••• ••◦◦◦ •••◦◦ •••◦◦ ••••◦
PHP
••••• ••••◦ ••••◦ ••◦◦◦
Dlubal RFEM
Self Assessment
••••◦ •••◦◦ ••••• ••••• •••◦◦ ••◦◦◦ •◦◦◦◦ •••••
C/C++/C# JavaScript CSS, HTML VBA SQL Grasshopper SAP2000 Karamba3D ixCube 4.10 Tensile Structures Robot Structural Analysis Seismostruct
QGIS, ArcMap TRNSYS Energy Simulation Sefaira Energy Simulation
••••◦ •••◦◦ ••••• •••◦◦ ••••◦ ••••◦ ••••◦ ••••◦ •••••
LANGUAGES
Master’s degree in Architectural Engineering (Double Degree) Politecnico di Milano GPA: 106/110
Feb/2014 – Dec/2020
TAN, R. P. ; PAULETTI, R. M. O. . A comparison of alternative form finding methods in ixCube 4.10 program. In: IASS 2016 Tokyo Symposium: Spatial Structures in the 21st Century, 2016, Tokyo.
SKILLS
EDUCATION Sep/2017 – Out/2019
Publications
behance.net/renanprandini
“Enthusiast for sustainability, complex structures and optimization. Resilient in complex
Jul/2020 – Present
TAN, R. P. ; Pauletti, R. M. O.. IxCube 4.10 application for parametric modeling of membrane structures. Escola Politécnica, Universidade de São Paulo. Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP), 2015.
Mother tongue Other languages
Certifications
Portuguese COMPREHENSION
TOEFL IBT – Score 100 CELI 3 – nivello B2 – Grado C SPEAKING
WRITING
LISTENING
READING
INTERACTION
PRODUCTION
English
C2
C2
C1
C1
C1
Italian
C1
C1
C1
C1
C1
High School
Spanish
B2
B2
B2
B2
B2
Colégio Bandeirantes
German
A1
A1
A1
A1
A1
Master’s degree in Civil Engineering Escola Politécnica da Universidade de São Paulo
Contents Part 1: Structural engineering
“Para hacer las cosas bien es necesario: primero, el amor, segundo, la técnica.” Antonio Gaudí
Research on tensile structures
01
IASS 2016 Tokyo Publication
03
CFD Simulations / Structural engineering consultancy
04
Building form finding within grasshopper
Contemporary scandinavian cabins
05 07
Seismic intervention at villa Orlando
09
Nordic Light
10
Finite element programming
11
Insekttårn
13
15
Svartisen Glacier Resort
RECOMMENDATIONS Feel free to contact me if you'd like some references. I'll be happy to supply at least six relevant academics/professionals who can backup my way of working!
Part 2: Architecture Urban Analysis in Porto di Mare, Milano
17
Urban Design in Lecco
19
Restoration of ex-azienda Baruffaldi
21
Caretta Caretta Pavillion
23
Reciprocity
25
Part 3: Sustainability Sustainable building technologies
29
33
Master’s thesis: Re-Stadium
Contents Part 1: Structural engineering
“Para hacer las cosas bien es necesario: primero, el amor, segundo, la técnica.” Antonio Gaudí
Research on tensile structures
01
IASS 2016 Tokyo Publication
03
CFD Simulations / Structural engineering consultancy
04
Building form finding within grasshopper
Contemporary scandinavian cabins
05 07
Seismic intervention at villa Orlando
09
Nordic Light
10
Finite element programming
11
Insekttårn
13
15
Svartisen Glacier Resort
RECOMMENDATIONS Feel free to contact me if you'd like some references. I'll be happy to supply at least six relevant academics/professionals who can backup my way of working!
Part 2: Architecture Urban Analysis in Porto di Mare, Milano
17
Urban Design in Lecco
19
Restoration of ex-azienda Baruffaldi
21
Caretta Caretta Pavillion
23
Reciprocity
25
Part 3: Sustainability Sustainable building technologies
29
33
Master’s thesis: Re-Stadium
Renan Prandini
Design, analysis and protyping a tensile structure Undergraduated research sposored by FAPESP
Patterning Detailling
PART 1: STRUCTURAL ENGINEERING
The work was rated “beyond expectations” for the most renowned research institution in Brazil, Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP).
Loads and Actions
The research consisted in learning a commercially available software ixCube 4.10 for building tensile structures, study of lightweight structural systems and theory. Deep knowledge on these structural systems is not offered in the undergraduate level, leaving only voluntary research for its development.
Design & Form finding
Guiding prof. Ruy M.O. Pauletti
Although not required by the programme, a prototype of the structure has been made in real scale. Due to budget restrictions and weight of the structure, plastic materials were chosen, which allowed for easy transportation and fast construction, inspired by tent designs. The structure was able to take high wind loads and high rain intensity. 1
2
Renan Prandini
Design, analysis and protyping a tensile structure Undergraduated research sposored by FAPESP
Patterning Detailling
PART 1: STRUCTURAL ENGINEERING
The work was rated “beyond expectations” for the most renowned research institution in Brazil, Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP).
Loads and Actions
The research consisted in learning a commercially available software ixCube 4.10 for building tensile structures, study of lightweight structural systems and theory. Deep knowledge on these structural systems is not offered in the undergraduate level, leaving only voluntary research for its development.
Design & Form finding
Guiding prof. Ruy M.O. Pauletti
Although not required by the programme, a prototype of the structure has been made in real scale. Due to budget restrictions and weight of the structure, plastic materials were chosen, which allowed for easy transportation and fast construction, inspired by tent designs. The structure was able to take high wind loads and high rain intensity. 1
2
Renan Prandini
A comparison of form-finding methods
Structural system design & analysis
Published at International Association for Shell and Spatial Structures (IASS) 2016, Tokyo with prof. Ruy M.O. Pauletti
Structural consultancy in over 30 projects spread over Europe with world-class architectural studios and in various stages of projects, from conception to detailing.
PROCESSING T IME URS
22.055
NFDM
6
7
5
8
4
6
7
MODEL
MAXIMUM CABL E F ORCE
2
3
4
URS
7
6.328
26-Sep-19
Isometric
Bollinger+Grohmann International GmbH
Page:
1
Sheet:
Westhafenplatz 1, 60327 FRANKFURT AM MAIN
1
RESULTS
Tel: 069/240007-34 - Fax: 069/240007-30
Model: Wireframe Model v05
Date:
26-Sep-19
GLOBAL DEFORMATIONS u
Isometric
LC 1 Global Deformations u
FDM
9
NFDM
URS Bollinger+Grohmann International GmbH Westhafenplatz 1, 60327 FRANKFURT AM MAIN Tel: 069/240007-34 - Fax: 069/240007-30
Project: 19070
GLOBAL DEFORMATIONS u LC 1 Global Deformations u
Model: Wireframe Model v05
Page:
1
Sheet:
1
RESULTS Date:
26-Sep-19
Isometric
Members Max M-y: 713.85, Min M-y: -550.57 [kNm]
Max u: 17.6, Min u: 0.0 [mm] Factor of deformations: 200.00
9
Max u: 4.8, Min u: 0.0 [mm] Factor of deformations: 100.00
32,743
6
1
RESULTS Date:
LC 1 Members Internal Forces M-y
Project: 19070
20,011 20,007
22,258 22,484 21,569
32,648 32,408 5
15,864
20,017 20,017
23,211 20,029 20,030
MAXIMUM CABLE FORCE (KN)
1
NFDM
37,134
38,417 35,699 36,100
FDM
1
Sheet:
INTERNAL FORCES My
1st Principal Stresses 8
Model: Wireframe Model v05
1.001 1.001
1.001 1.000
1.001 1.002
1.564 5
Page:
Tel: 069/240007-34 - Fax: 069/240007-30
Cables
3
1.002 1.002
1.593
1.625
2.297 2.137 2.085 2
1.001 1.002
1.308 1.321 1.321
1.209 1.019 1.002
Avg. Warp (kN/m)
1
Westhafenplatz 1, 60327 FRANKFURT AM MAIN
2nd Principal Stresses
URS
3.396
NFDM
Bollinger+Grohmann International GmbH
Project: 19070
Model #5
MODEL
AVERAGE 1ST PRINCIPAL STRESS FDM
9 typical membrane structures used in benchmarks were calculated using different form finding methods. Results were compared between geometry, processing time and resulting stresses. The paper also discusses how some form-found geometries may mislead to non-efficient designs.
0.047 0.714
4.031
5.055
4
0.320 0.578 1.001
3
0.281 0.532 1.021
2
0.203 1.649
0.031 0.729 3.430
1
0.297 2.430
0.203 0.438 1.282
PROCESSING TIME (S)
21.133
FDM
8
9
Available at: https://bit.ly/2X2sxHX
MODEL
Isometric
PART 1: STRUCTURAL ENGINEERING
CO 5: SLS - QP - LL leading Global Deformations u
CFD Simulations U W V
36.8 mm
Global Deformations |u| [mm] 36.8 33.5 30.1 26.8 23.4 20.1 16.7 13.4 10.0 6.7 3.3
Max u: 36.8, Min u: 0.0 [mm] Factor of deformations: 39.00
3
Max : Min :
0.0 36.8 0.0
4
Renan Prandini
A comparison of form-finding methods
Structural system design & analysis
Published at International Association for Shell and Spatial Structures (IASS) 2016, Tokyo with prof. Ruy M.O. Pauletti
Structural consultancy in over 30 projects spread over Europe with world-class architectural studios and in various stages of projects, from conception to detailing.
PROCESSING T IME URS
22.055
NFDM
6
7
5
8
4
6
7
MODEL
MAXIMUM CABL E F ORCE
2
3
4
URS
7
6.328
26-Sep-19
Isometric
Bollinger+Grohmann International GmbH
Page:
1
Sheet:
Westhafenplatz 1, 60327 FRANKFURT AM MAIN
1
RESULTS
Tel: 069/240007-34 - Fax: 069/240007-30
Model: Wireframe Model v05
Date:
26-Sep-19
GLOBAL DEFORMATIONS u
Isometric
LC 1 Global Deformations u
FDM
9
NFDM
URS Bollinger+Grohmann International GmbH Westhafenplatz 1, 60327 FRANKFURT AM MAIN Tel: 069/240007-34 - Fax: 069/240007-30
Project: 19070
GLOBAL DEFORMATIONS u LC 1 Global Deformations u
Model: Wireframe Model v05
Page:
1
Sheet:
1
RESULTS Date:
26-Sep-19
Isometric
Members Max M-y: 713.85, Min M-y: -550.57 [kNm]
Max u: 17.6, Min u: 0.0 [mm] Factor of deformations: 200.00
9
Max u: 4.8, Min u: 0.0 [mm] Factor of deformations: 100.00
32,743
6
1
RESULTS Date:
LC 1 Members Internal Forces M-y
Project: 19070
20,011 20,007
22,258 22,484 21,569
32,648 32,408 5
15,864
20,017 20,017
23,211 20,029 20,030
MAXIMUM CABLE FORCE (KN)
1
NFDM
37,134
38,417 35,699 36,100
FDM
1
Sheet:
INTERNAL FORCES My
1st Principal Stresses 8
Model: Wireframe Model v05
1.001 1.001
1.001 1.000
1.001 1.002
1.564 5
Page:
Tel: 069/240007-34 - Fax: 069/240007-30
Cables
3
1.002 1.002
1.593
1.625
2.297 2.137 2.085 2
1.001 1.002
1.308 1.321 1.321
1.209 1.019 1.002
Avg. Warp (kN/m)
1
Westhafenplatz 1, 60327 FRANKFURT AM MAIN
2nd Principal Stresses
URS
3.396
NFDM
Bollinger+Grohmann International GmbH
Project: 19070
Model #5
MODEL
AVERAGE 1ST PRINCIPAL STRESS FDM
9 typical membrane structures used in benchmarks were calculated using different form finding methods. Results were compared between geometry, processing time and resulting stresses. The paper also discusses how some form-found geometries may mislead to non-efficient designs.
0.047 0.714
4.031
5.055
4
0.320 0.578 1.001
3
0.281 0.532 1.021
2
0.203 1.649
0.031 0.729 3.430
1
0.297 2.430
0.203 0.438 1.282
PROCESSING TIME (S)
21.133
FDM
8
9
Available at: https://bit.ly/2X2sxHX
MODEL
Isometric
PART 1: STRUCTURAL ENGINEERING
CO 5: SLS - QP - LL leading Global Deformations u
CFD Simulations U W V
36.8 mm
Global Deformations |u| [mm] 36.8 33.5 30.1 26.8 23.4 20.1 16.7 13.4 10.0 6.7 3.3
Max u: 36.8, Min u: 0.0 [mm] Factor of deformations: 39.00
3
Max : Min :
0.0 36.8 0.0
4
Renan Prandini
Parametric design applied to membrane structures
Custom components
Development of grasshopper applications for form-find design using finite elements Implementation of the Natural Force Density Method for the shape finding of membrane structures. The method focus on finding the position for each one of the nodes in a mesh that result in a stable structural system according to prescribed stresses and imposed boundary conditions. For each triangular element a transformation of the prescribed stress is required to find the forces between the nodes:
Multiple solutions
Force densities are then assigned in a global matrix and iterative calculation is performed to find the position of the nodes in equilibrium.
Mesh element definition y
2
PART 1: STRUCTURAL ENGINEERING
x^
2
2
x^
2
2
3
2
1
3
2
2
2
5
1
2
2
2
2
2
^
1
3
2
6
Renan Prandini
Parametric design applied to membrane structures
Custom components
Development of grasshopper applications for form-find design using finite elements Implementation of the Natural Force Density Method for the shape finding of membrane structures. The method focus on finding the position for each one of the nodes in a mesh that result in a stable structural system according to prescribed stresses and imposed boundary conditions. For each triangular element a transformation of the prescribed stress is required to find the forces between the nodes:
Multiple solutions
Force densities are then assigned in a global matrix and iterative calculation is performed to find the position of the nodes in equilibrium.
Mesh element definition y
2
PART 1: STRUCTURAL ENGINEERING
x^
2
2
x^
2
2
3
2
1
3
2
2
2
5
1
2
2
2
2
2
^
1
3
2
6
Renan Prandini
Minimalist scandinavian cabins Structural design, detailing and optimization of cabins with Lundhagem arkitekter at Bollinger+Grohmann Ingenieure
-1.53
PART 1: STRUCTURAL ENGINEERING
-0.18 0.28 -3.03
0.03 -2.32 1.36 4.98 1.21
3.57 2.47 16.57
7
6.41
-0.04
-0.87 -0.01 6.01 0.29 0.11
-1.51
1.24
0.87
0.57
8.27 1.21 1.20
5.45
2.32 3.64
1.41
-0.01 -0.25
2.56 0.21 -4.39
2.65 1.10 3.97 -0.01 0.87
-0.01 0.04
-1.07 0.96 0.01 1.45
-4.28 3.81 0.78 -0.15 5.23 12.25 6.44
2.25
2.04 3.10 8.04 2.39 4.24 -2.92 1.18 1.25 3.79 5.04 0.06
4.07 1.99
8
Renan Prandini
Minimalist scandinavian cabins Structural design, detailing and optimization of cabins with Lundhagem arkitekter at Bollinger+Grohmann Ingenieure
-1.53
PART 1: STRUCTURAL ENGINEERING
-0.18 0.28 -3.03
0.03 -2.32 1.36 4.98 1.21
3.57 2.47 16.57
7
6.41
-0.04
-0.87 -0.01 6.01 0.29 0.11
-1.51
1.24
0.87
0.57
8.27 1.21 1.20
5.45
2.32 3.64
1.41
-0.01 -0.25
2.56 0.21 -4.39
2.65 1.10 3.97 -0.01 0.87
-0.01 0.04
-1.07 0.96 0.01 1.45
-4.28 3.81 0.78 -0.15 5.23 12.25 6.44
2.25
2.04 3.10 8.04 2.39 4.24 -2.92 1.18 1.25 3.79 5.04 0.06
4.07 1.99
8
Renan Prandini
Fjordporten - Nordic Light
Seismic intervention at Villa Orlando Consolidamento em Politecnico di Milano
Skyscraper at Oslo city center, Norway Bollinger-Grohmann / C.F. Møller
+11,50
+11,50
+ 9,50
+ 9,50
210
Structural reinforcement of an italian villa in Bellagio, Italy. From insitu mesurements to structural analysis and detailing, this historical masonry building from the end of the 19th century has been restored to structural safety for more years. Structural analysis was made according to the eurocode and italian standards for seismic loads.
50
+ 7,40
50
Design spectra was used as well as SAP 2000 for finding loads and hand calculation was employed for verifying results.
60
+ 4,10
60
200
378
378
The safety of the structure was compromised for some of the wooden beams, which led to the design of a timber-concrete composite solution, in order to maintain the historical structure, as well as a cost estimation.
32
32
+ 4,10
300
300
30
30
+ 7,40
210
with Marco Maranesi
+ 0,00
80
+ 0,00
85
SEZIONE A - A
Ingegneria edile-architettura - a.a. 2017/18
PART 1: STRUCTURAL ENGINEERING
Docente: Ing. Lorenzo Jurina
PROSPETTO OVEST
CONSOLIDAMENTO DI STRUTTURE
Maranesi Marco
Consolidamento ex - lavanderia sita in Bellagio, via beneficenza 36
Prandini Renan
Sezioni trasversali
SCALA 1:100
04
20°
Detailing of Wood-CLS joining 9
10
Renan Prandini
Fjordporten - Nordic Light
Seismic intervention at Villa Orlando Consolidamento em Politecnico di Milano
Skyscraper at Oslo city center, Norway Bollinger-Grohmann / C.F. Møller
+11,50
+11,50
+ 9,50
+ 9,50
210
Structural reinforcement of an italian villa in Bellagio, Italy. From insitu mesurements to structural analysis and detailing, this historical masonry building from the end of the 19th century has been restored to structural safety for more years. Structural analysis was made according to the eurocode and italian standards for seismic loads.
50
+ 7,40
50
Design spectra was used as well as SAP 2000 for finding loads and hand calculation was employed for verifying results.
60
+ 4,10
60
200
378
378
The safety of the structure was compromised for some of the wooden beams, which led to the design of a timber-concrete composite solution, in order to maintain the historical structure, as well as a cost estimation.
32
32
+ 4,10
300
300
30
30
+ 7,40
210
with Marco Maranesi
+ 0,00
80
+ 0,00
85
SEZIONE A - A
Ingegneria edile-architettura - a.a. 2017/18
PART 1: STRUCTURAL ENGINEERING
Docente: Ing. Lorenzo Jurina
PROSPETTO OVEST
CONSOLIDAMENTO DI STRUTTURE
Maranesi Marco
Consolidamento ex - lavanderia sita in Bellagio, via beneficenza 36
Prandini Renan
Sezioni trasversali
SCALA 1:100
04
20°
Detailing of Wood-CLS joining 9
10
Renan Prandini
Parametric design applied to finite elements Computational mechanics applied to complex engineering problems
Implementation Rhino 6
Objective: Find deformations and stresses for a composite section under bending and axial force. i.e. reinforced concrete pillars
+ Grasshopper
Non-linear materials
+
Parabolic stress-strain relationship for the concrete and steel reinforcement over perfect elastoplastic model
Python Scripting
Teoria: Euler-Bernoulli hipothesis: Linear deformations
When R = 0 , the section is in equilibrium
Deformations
PART 1: STRUCTURAL ENGINEERING
Stress is a function of deformation Matrix formulation of the Newton’s Method
Algoritm Mesh = GenerateMesh( geometry , X_subdivisions, Y_subdivisions) For i in no_iterations: For element in Mesh: area = CalculateArea( element ) centroid = CalculateCentroid( element ) material = DefineMaterial( element ) deformation = Deformation_at_pt( guess , material ) sigma = Tension_at_pt( deformation , material ) D = DerivativeTension_at_pt( deformation , material )
Stresses
// Sum_product for defining matrix elements of K and R deltaX = SolveLDU(matrix_K , matrix_R) For n in range(0,3): guess[n] = guess[n] + deltaX[n] return guess
11
12
Renan Prandini
Parametric design applied to finite elements Computational mechanics applied to complex engineering problems
Implementation Rhino 6
Objective: Find deformations and stresses for a composite section under bending and axial force. i.e. reinforced concrete pillars
+ Grasshopper
Non-linear materials
+
Parabolic stress-strain relationship for the concrete and steel reinforcement over perfect elastoplastic model
Python Scripting
Teoria: Euler-Bernoulli hipothesis: Linear deformations
When R = 0 , the section is in equilibrium
Deformations
PART 1: STRUCTURAL ENGINEERING
Stress is a function of deformation Matrix formulation of the Newton’s Method
Algoritm Mesh = GenerateMesh( geometry , X_subdivisions, Y_subdivisions) For i in no_iterations: For element in Mesh: area = CalculateArea( element ) centroid = CalculateCentroid( element ) material = DefineMaterial( element ) deformation = Deformation_at_pt( guess , material ) sigma = Tension_at_pt( deformation , material ) D = DerivativeTension_at_pt( deformation , material )
Stresses
// Sum_product for defining matrix elements of K and R deltaX = SolveLDU(matrix_K , matrix_R) For n in range(0,3): guess[n] = guess[n] + deltaX[n] return guess
11
12
D ET A I L B - S E C T I O N 1 - 1
Renan Prandini
Scale 1:10
Insekttårn
D ET A I L 0 4 - S E C T I O N 1 - 1
D ET A I L 0 4 - S E C T I O N 2 - 2
Scale 1:10
Scale 1:10
Structural design and detailing of an achitectural experiment
Full structural design of a 17-meter timber tower.
Bollinger+Grohmann
Project developed from conception from 3D modelling, structural analysis, timber 73members and joints verification ISO METR I C V IEW
0 12
Bended Steel Plate 400x125x3 [mm]
80 65
173 EQ EQ
EQ
198
86
TYPE A
Steel Plate 350x120x3
240a3,t 75 50
TYPE a3,tA
EQ
Steel Plate 350x120x3
350
TYPE A
86
60
65 60 60 50 75
98
138
M16 Bolt M16 Nut 2x Large M16 Washer
35
460
173
60
M16 Bolt +Large Washer 98 +Nut
50 M16 Bolt +Large Washer +Nut
198
22
,t a3
I SO M ET R I C
198
198
M16 Bolt +Large Washer +Nut
D ET A I L 0 2.04°
87 87
Bolts must be a
a3 ,t
TYPE A TYPE I
TYPE A2
73
73
98
TYPE D 198
17 3
198
198
Project
98
240 TYPE A2
Plan
98
TYPE D
198
D ET A I L 0 4 - P L A N V I EW
C o nne c t io n De s c r ip t io n
PART 1: STRUCTURAL ENGINEERING
198 TYPE D TYPE H
TYPE G
D ET A I L 0 1 - S E C T I O N 1 - 1
D ET A I L 0 1 - S E C T I O N 2 - 2
Scale 1:10
Scale 1:10
73
TYPE D
TYPE D
73
TYPE H
TYPE L
TYPE H TYPE C
198
Detail #A03
TYPE F
TYPE C TYPE E TYPE E TYPE C
84
89
M16 Bolt + M16 Nut + 2x Large M16 Washer + 2x Bulldog Trapping
M16 Bolt, 2x large washer, M16 Nut (steel plate connection)
B
Steel base plate 260x260x15, M20 Anchor bolt HSF-A/120
16
C
M24 Bolt, 2x Large washer, 4x Bulldog 73/130 type C4, M24 Nut
16
D
M20 Bolt, 2x Large washer, 2x Bulldog 117 type C2, M24 Nut
16
E
M24 Bolt, 2x Large Washer, 2x Bulldog 117 type C2
16
F
12x M6-80 Screws, steel plate 420x120x3 [mm]
24
G
6x M6-80 Screws, steel plate 400x125x3 [mm]
16
H
M24 Bolt, 2x Large Washer, 2x Bulldog 117 type C2
16
I
4x M6-60 Screws, steel plate 350x120x3 [mm]
8
J
9x M6-60 Screws, steel plate 215x90x3 [mm]
16
K
M16 Bolt, 2x large washer, M16 Nut
L
9x M6-60 Screws, bended steel plate at 2.04° 400x125x3
2
D ET A I L 0 3 - P L A N V I EW Scale 1:10
4
Steel grade 275 class A2
Project
Insekttårn
TYPE G
198
198
90
50 50 50 50
Scale 1:50
TYPE C TYPE E TYPE E
TYPE J
215
T O P V I EW
M16 Nut + Large M16 Washer + Bulldog Trapping
A2
Q ua nt i t y 1 12
198
Detail #A01
98 198
75 50 5025
13
215
98
A
D e s c ri p t i o n 1 M16 Bolt, 2x large washer, M16 Nut
Detail #A02
EQ
198
EQ
150
M16 Bolt + M16 Nut + 2x Large M16 Washer + 2x Bulldog Trapping
Type
240
Scale 1:10
M16 Nut + Large M16 Washer + Bulldog Trapping
9x ⌀6x75 mm Screws Stainless Steel A4
TYPE B
Company Plan Date RPR OHM
Location of connections 08/21/19 Author Checker
Project Number
19044 Plannummer
Scale
-
A05
D
Date RPR OHM
198
TYPE I
Company
TYPE H
98
98
I
2
Detail #A04
14
Scale
D ET A I L B - S E C T I O N 1 - 1
Renan Prandini
Scale 1:10
Insekttårn
D ET A I L 0 4 - S E C T I O N 1 - 1
D ET A I L 0 4 - S E C T I O N 2 - 2
Scale 1:10
Scale 1:10
Structural design and detailing of an achitectural experiment
Full structural design of a 17-meter timber tower.
Bollinger+Grohmann
Project developed from conception from 3D modelling, structural analysis, timber 73members and joints verification ISO METR I C V IEW
0 12
Bended Steel Plate 400x125x3 [mm]
80 65
173 EQ EQ
EQ
198
86
TYPE A
Steel Plate 350x120x3
240a3,t 75 50
TYPE a3,tA
EQ
Steel Plate 350x120x3
350
TYPE A
86
60
65 60 60 50 75
98
138
M16 Bolt M16 Nut 2x Large M16 Washer
35
460
173
60
M16 Bolt +Large Washer 98 +Nut
50 M16 Bolt +Large Washer +Nut
198
22
,t a3
I SO M ET R I C
198
198
M16 Bolt +Large Washer +Nut
D ET A I L 0 2.04°
87 87
Bolts must be a
a3 ,t
TYPE A TYPE I
TYPE A2
73
73
98
TYPE D 198
17 3
198
198
Project
98
240 TYPE A2
Plan
98
TYPE D
198
D ET A I L 0 4 - P L A N V I EW
C o nne c t io n De s c r ip t io n
PART 1: STRUCTURAL ENGINEERING
198 TYPE D TYPE H
TYPE G
D ET A I L 0 1 - S E C T I O N 1 - 1
D ET A I L 0 1 - S E C T I O N 2 - 2
Scale 1:10
Scale 1:10
73
TYPE D
TYPE D
73
TYPE H
TYPE L
TYPE H TYPE C
198
Detail #A03
TYPE F
TYPE C TYPE E TYPE E TYPE C
84
89
M16 Bolt + M16 Nut + 2x Large M16 Washer + 2x Bulldog Trapping
M16 Bolt, 2x large washer, M16 Nut (steel plate connection)
B
Steel base plate 260x260x15, M20 Anchor bolt HSF-A/120
16
C
M24 Bolt, 2x Large washer, 4x Bulldog 73/130 type C4, M24 Nut
16
D
M20 Bolt, 2x Large washer, 2x Bulldog 117 type C2, M24 Nut
16
E
M24 Bolt, 2x Large Washer, 2x Bulldog 117 type C2
16
F
12x M6-80 Screws, steel plate 420x120x3 [mm]
24
G
6x M6-80 Screws, steel plate 400x125x3 [mm]
16
H
M24 Bolt, 2x Large Washer, 2x Bulldog 117 type C2
16
I
4x M6-60 Screws, steel plate 350x120x3 [mm]
8
J
9x M6-60 Screws, steel plate 215x90x3 [mm]
16
K
M16 Bolt, 2x large washer, M16 Nut
L
9x M6-60 Screws, bended steel plate at 2.04° 400x125x3
2
D ET A I L 0 3 - P L A N V I EW Scale 1:10
4
Steel grade 275 class A2
Project
Insekttårn
TYPE G
198
198
90
50 50 50 50
Scale 1:50
TYPE C TYPE E TYPE E
TYPE J
215
T O P V I EW
M16 Nut + Large M16 Washer + Bulldog Trapping
A2
Q ua nt i t y 1 12
198
Detail #A01
98 198
75 50 5025
13
215
98
A
D e s c ri p t i o n 1 M16 Bolt, 2x large washer, M16 Nut
Detail #A02
EQ
198
EQ
150
M16 Bolt + M16 Nut + 2x Large M16 Washer + 2x Bulldog Trapping
Type
240
Scale 1:10
M16 Nut + Large M16 Washer + Bulldog Trapping
9x ⌀6x75 mm Screws Stainless Steel A4
TYPE B
Company Plan Date RPR OHM
Location of connections 08/21/19 Author Checker
Project Number
19044 Plannummer
Scale
-
A05
D
Date RPR OHM
198
TYPE I
Company
TYPE H
98
98
I
2
Detail #A04
14
Scale
Renan Prandini
Powerhouse Svartisen Glacier Resort BIM Modelling Level 3 in Dynamo Bollinger+Grohmann / Snøhetta
3D BIM coordenation of the structural modelling of a timber resort using parametric tools and avoiding geometric imperfections instrinsicate to revit manual modelling of doubly curved roofs, simplifying it to linear elements.
Level 3 Service 11.000
PART 1: STRUCTURAL ENGINEERING
G 21 L 3 5x 0L 36 0
Level 3 Mezanin 12.150
Level 3 9.500
280x990 not final dimension
x4 00 x2 0R
H S
Level 2 6.500
Level 1 3.000
Sea level
g
Fondation -3.000
15
16
Renan Prandini
Powerhouse Svartisen Glacier Resort BIM Modelling Level 3 in Dynamo Bollinger+Grohmann / Snøhetta
3D BIM coordenation of the structural modelling of a timber resort using parametric tools and avoiding geometric imperfections instrinsicate to revit manual modelling of doubly curved roofs, simplifying it to linear elements.
Level 3 Service 11.000
PART 1: STRUCTURAL ENGINEERING
G 21 L 3 5x 0L 36 0
Level 3 Mezanin 12.150
Level 3 9.500
280x990 not final dimension
x4 00 x2 0R
H S
Level 2 6.500
Level 1 3.000
Sea level
g
Fondation -3.000
15
16
Renan Prandini
Urban analysis | Porto di Mare, Milano
PART 2: ARCHITECTURE
with Marco Maranesi, Marina Ryzhkova and Parisa Peymani
Research on the quality of urban spaces through the Integrated Modification Methodology.
17
18
Renan Prandini
Urban analysis | Porto di Mare, Milano
PART 2: ARCHITECTURE
with Marco Maranesi, Marina Ryzhkova and Parisa Peymani
Research on the quality of urban spaces through the Integrated Modification Methodology.
17
18
Renan Prandini with Ariana Trombini, Andrea Manev, Leonardo Biondi, Mohammed Ahsani, Io Hendrick and Valerie Declerc
PART 2: ARCHITECTURE
Urban Design | Breathable Neighbourhood
19
20
Renan Prandini with Ariana Trombini, Andrea Manev, Leonardo Biondi, Mohammed Ahsani, Io Hendrick and Valerie Declerc
PART 2: ARCHITECTURE
Urban Design | Breathable Neighbourhood
19
20
Renan Prandini
Restauration of ex-Ditta Baruffaldi com Stefano Dell’Oro, Roberta Vizzaro e Marco Battistini
Deterioration Material Geometric
Intervento
Análise higrométrica
PART 2: ARCHITECTURE
Análise termográfica
In-situ surveys, intervention design and energy performance
21
22
Renan Prandini
Restauration of ex-Ditta Baruffaldi com Stefano Dell’Oro, Roberta Vizzaro e Marco Battistini
Deterioration Material Geometric
Intervento
Análise higrométrica
PART 2: ARCHITECTURE
Análise termográfica
In-situ surveys, intervention design and energy performance
21
22
Renan Prandini
Caretta Caretta Pavilion Landscape parametric desgin
Open-air pavilion design with parametric tools
with Shohei Yamashita
50x3 Nail solid wood r = 75 mm; h = 170 mm
30 mm recycled pallet plywood board 80 cm x 80 cm
Alternating 40cm x 40 cm
grid positioning
between boards
OSB Joint Tongue and Groove + 1.8 m +0m
PART 2: ARCHITECTURE
Parametric structural design analysis in Karamba
23
24
Renan Prandini
Caretta Caretta Pavilion Landscape parametric desgin
Open-air pavilion design with parametric tools
with Shohei Yamashita
50x3 Nail solid wood r = 75 mm; h = 170 mm
30 mm recycled pallet plywood board 80 cm x 80 cm
Alternating 40cm x 40 cm
grid positioning
between boards
OSB Joint Tongue and Groove + 1.8 m +0m
PART 2: ARCHITECTURE
Parametric structural design analysis in Karamba
23
24
Renan Prandini
ReciproCity Politecnico di Milano, 2018 Student Housing and residential complex at a industrial area in Milan Architecture and Sustainable Technology Studio with Shohei Yamashita, Ozlem Bozkaya, Paolo Tagni and Laura Galvani
Reciprocity is an exchange that results in a multual benefit. Knowledge, friendship and spontaneity are the means of trading in this project. From outside the neighbourhood is capable of interacting with its habitants through large openings in the common areas, while the surroundings become a transient landscape from inside, specially since the green areas offer generous spaces for free use. The interaction between residents is enhanced by a non-conventional circulation which boosts occasional encounters and promotes the coliving experience. A highly sustainable project is achieved through the highuse of mass timber elements and low CO2 emission materials, high-performance envelope and increased natural lighting designs based on simulations.
25
26
Renan Prandini
ReciproCity Politecnico di Milano, 2018 Student Housing and residential complex at a industrial area in Milan Architecture and Sustainable Technology Studio with Shohei Yamashita, Ozlem Bozkaya, Paolo Tagni and Laura Galvani
Reciprocity is an exchange that results in a multual benefit. Knowledge, friendship and spontaneity are the means of trading in this project. From outside the neighbourhood is capable of interacting with its habitants through large openings in the common areas, while the surroundings become a transient landscape from inside, specially since the green areas offer generous spaces for free use. The interaction between residents is enhanced by a non-conventional circulation which boosts occasional encounters and promotes the coliving experience. A highly sustainable project is achieved through the highuse of mass timber elements and low CO2 emission materials, high-performance envelope and increased natural lighting designs based on simulations.
25
26
3F
PART 2: ARCHITECTURE 2F
1F
0F
Renan Prandini
27 28
3F
PART 2: ARCHITECTURE 2F
1F
0F
Renan Prandini
27 28
Renan Prandini
Energy simulations and optimization 180
0%
-3,89%
160
-8,77%
Structural detailing
-11,82%
S.J.06
140
Glulam column, dim. 30x30 cm
100
-57.21%
80
-62.02%
60 40 20
General Massing
Height Changes High Performing Window Envelope Optimization
Pumps (kWh/m2/yr) Interior (kWh/m2/yr)
Functional Radiant Floor Modification
Heat pump
Nat Ventilation
Fans (kWh/m2/yr)
Heating (kWh/m2/yr)
Cooling (kWh/m2/yr)
Reduction
Technological detailing
REALIZZATO CON UN PRODOTTO AUTODESK VERSIONE PER STUDENTI
High-performance resilient soundproofing profile th. 6 mm
-30,82%
120
0
Custom facade design
5 kN
-60.89%
Zinc plated carbon steel double "T" profile
Zinc plated carbon steel screw for timber
-76.58%
add skin as shading
10 kN
Hidden alluminium alloy bracket with holes
lighting
-85.65%
Glulam beam , dim. 12 x 28 cm
6 kNm
PV panels
PV Production (kWh/m2/yr)
Threaded bolt with screw nut Glulam column, dim. 30x30 cm
PART 3: SUSTAINABILITY
REALIZZATO CON UN PRODOTTO AUTODESK VERSIONE PER STUDENTI
29
30
Renan Prandini
Energy simulations and optimization 180
0%
-3,89%
160
-8,77%
Structural detailing
-11,82%
S.J.06
140
Glulam column, dim. 30x30 cm
100
-57.21%
80
-62.02%
60 40 20
General Massing
Height Changes High Performing Window Envelope Optimization
Pumps (kWh/m2/yr) Interior (kWh/m2/yr)
Functional Radiant Floor Modification
Heat pump
Nat Ventilation
Fans (kWh/m2/yr)
Heating (kWh/m2/yr)
Cooling (kWh/m2/yr)
Reduction
Technological detailing
REALIZZATO CON UN PRODOTTO AUTODESK VERSIONE PER STUDENTI
High-performance resilient soundproofing profile th. 6 mm
-30,82%
120
0
Custom facade design
5 kN
-60.89%
Zinc plated carbon steel double "T" profile
Zinc plated carbon steel screw for timber
-76.58%
add skin as shading
10 kN
Hidden alluminium alloy bracket with holes
lighting
-85.65%
Glulam beam , dim. 12 x 28 cm
6 kNm
PV panels
PV Production (kWh/m2/yr)
Threaded bolt with screw nut Glulam column, dim. 30x30 cm
PART 3: SUSTAINABILITY
REALIZZATO CON UN PRODOTTO AUTODESK VERSIONE PER STUDENTI
29
30
Facade Blow-Up
PART 3: SUSTAINABILITY Renan Prandini
31 West Elevation
32
Facade Blow-Up
PART 3: SUSTAINABILITY Renan Prandini
31 West Elevation
32
Renan Prandini
RE-STADIUM Rethinking Sports facilities for adaptive reuse 1st Prize for the most innovative thesis in sustainable construction Finalist at Adaptive Reuse Architectural Competition with Shohei Yamashita e Olena Kopytina
CLOSED TYPOLOGY OF THE CITY BLOCK
PART 3: SUSTAINABILITY
APARTMENT TYPOLOGY 1
BROOKLYN MORPHOLOGY
ACESSBILITY
MULTIFUNCTIONAL BACKYARDS
Players
Module is simply supported
Media
VIP
M16 Bolts
Visitors
Steel rod anchoring
Services
16 mm steel plate PREFAB BRACED STEEL MODULES
Ceiling Joist: C150@800 mmm Post: SHS 100x100x10
Tensioned Steel Rod Turnbuckle
Bracing Strap: 200x14 Floor Joist: C200 @600mm Corner Post: SHS 250x250x16
RE-STADIUM
33
Concrete floor connection and tie plate MODULE JOINING
STADIUM REQUIREMENTS
34
Renan Prandini
RE-STADIUM Rethinking Sports facilities for adaptive reuse 1st Prize for the most innovative thesis in sustainable construction Finalist at Adaptive Reuse Architectural Competition with Shohei Yamashita e Olena Kopytina
CLOSED TYPOLOGY OF THE CITY BLOCK
PART 3: SUSTAINABILITY
APARTMENT TYPOLOGY 1
BROOKLYN MORPHOLOGY
ACESSBILITY
MULTIFUNCTIONAL BACKYARDS
Players
Module is simply supported
Media
VIP
M16 Bolts
Visitors
Steel rod anchoring
Services
16 mm steel plate PREFAB BRACED STEEL MODULES
Ceiling Joist: C150@800 mmm Post: SHS 100x100x10
Tensioned Steel Rod Turnbuckle
Bracing Strap: 200x14 Floor Joist: C200 @600mm Corner Post: SHS 250x250x16
RE-STADIUM
33
Concrete floor connection and tie plate MODULE JOINING
STADIUM REQUIREMENTS
34
Renan Prandini
PV Panel Systems
Shading System
- 3 °tilted for Self-cleaning - Pmax = 300 W - LG Mono X Plus
- Plants - Vertical Wooden Louver - Protection for West side
2 1
Natural Sunlight
Wind Breaker
- East side
- Vegetation - Green Buffer - Privacy
3
4
Low-Emissions Window - Highly insulated - U = 1.1 W/m²K
6
5
7
Green Courtyard Heat Recovery System
- Water Retention - Biodiversity - Mitigation of Heat Island Effect
- Heat Transfer
Highly Insulated Wall
Highly Insulated Slab
Fan Coil Unit
- U = 0.07 W/m²K
- U = 0.07 W/m²K
- Heating System
Electric Storage
Geothermal Heat Pump
- Storage - Using electric cars as battery
- Using Natural Resource
7
8
Building acting on winter operation
9
PART 3: SUSTAINABILITY
DF: Quality of natural light
Underlit: highlights the underlit areas
sDA: Efficiency upon the entrance of natural light
ASE: highlights areas where glare might happen
Daylight analysis
35
10
1 2x12.5 mm plasterboards 200 mm C-profile 100 mm Mineral insulation Metal decking profile 50 mm concrete screed Waterproof and airtight membrane 2x100 mm XPS insulation 50 mm white gravel
3 150 mm C-profile Metal decking 150 mm concrete slab 150 mm EPS insulation 150 mm White gravel
2 15 mm plaster rendering with fiber mesh 150 mm Polystyrene Insulation 12.5 mm Plywood 100 mm Soft insulation 50 mm air cavity
5 Triple glazing door
4 Vertical brise soleil: 155 mm movable blades
6 Top module floor: . 20 mm Wood flooring . 100 mm EPS insulation . 15 mm plywood sheathing . 200 mm C-profiles at 600 mm . 100 mm Mineral Insulation . 12.5 Plywood board 50 mm Construction gap Bottom module ceiling: .15 mm Plywood board .100 mm C-section joists at 600 mm . Resilient bars . 2x12.5 mm Plasterboards
7 Raised underfloor construction Waterproof membrane 100 mm concrete screed Metal decking 100 mm C-profile joist Suspended ceiling 96x16 mm finishing wood tiles 8
Glass parapet 60x12.5 mm stainless steel bars at 800 mm
9
Triple glazing window, PVC framing U = 0.96 W/m²K; SHGC = 0.43 VT = 0.35
10 Raised underfloor construction Waterproof membrane 100 mm XPS insulation Airtight membrane 100 mm concrete screed Insulated bottom module ceiling
36
Renan Prandini
PV Panel Systems
Shading System
- 3 °tilted for Self-cleaning - Pmax = 300 W - LG Mono X Plus
- Plants - Vertical Wooden Louver - Protection for West side
2 1
Natural Sunlight
Wind Breaker
- East side
- Vegetation - Green Buffer - Privacy
3
4
Low-Emissions Window - Highly insulated - U = 1.1 W/m²K
6
5
7
Green Courtyard Heat Recovery System
- Water Retention - Biodiversity - Mitigation of Heat Island Effect
- Heat Transfer
Highly Insulated Wall
Highly Insulated Slab
Fan Coil Unit
- U = 0.07 W/m²K
- U = 0.07 W/m²K
- Heating System
Electric Storage
Geothermal Heat Pump
- Storage - Using electric cars as battery
- Using Natural Resource
7
8
Building acting on winter operation
9
PART 3: SUSTAINABILITY
DF: Quality of natural light
Underlit: highlights the underlit areas
sDA: Efficiency upon the entrance of natural light
ASE: highlights areas where glare might happen
Daylight analysis
35
10
1 2x12.5 mm plasterboards 200 mm C-profile 100 mm Mineral insulation Metal decking profile 50 mm concrete screed Waterproof and airtight membrane 2x100 mm XPS insulation 50 mm white gravel
3 150 mm C-profile Metal decking 150 mm concrete slab 150 mm EPS insulation 150 mm White gravel
2 15 mm plaster rendering with fiber mesh 150 mm Polystyrene Insulation 12.5 mm Plywood 100 mm Soft insulation 50 mm air cavity
5 Triple glazing door
4 Vertical brise soleil: 155 mm movable blades
6 Top module floor: . 20 mm Wood flooring . 100 mm EPS insulation . 15 mm plywood sheathing . 200 mm C-profiles at 600 mm . 100 mm Mineral Insulation . 12.5 Plywood board 50 mm Construction gap Bottom module ceiling: .15 mm Plywood board .100 mm C-section joists at 600 mm . Resilient bars . 2x12.5 mm Plasterboards
7 Raised underfloor construction Waterproof membrane 100 mm concrete screed Metal decking 100 mm C-profile joist Suspended ceiling 96x16 mm finishing wood tiles 8
Glass parapet 60x12.5 mm stainless steel bars at 800 mm
9
Triple glazing window, PVC framing U = 0.96 W/m²K; SHGC = 0.43 VT = 0.35
10 Raised underfloor construction Waterproof membrane 100 mm XPS insulation Airtight membrane 100 mm concrete screed Insulated bottom module ceiling
36
Renan Prandini renan.pran@gmail.com +55 11 95430 7174 behance.net/renanprandini