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PRITAM           LENKA
             BARCELONA INSTITUTE OF ARCHITECTURE
                   MASTERS OF ARCHITECTURE, 2012


                              DESIGN PORTFOLIO
                                         2011/12




                                                   p.lenka@biarch.eu




[untitled]
01-07                      Studios
                 Core Design Studio_VerticalScapes


             08-12
                 Short Design Studio_Spectral Process




             13-15                         Seminars
                 Building Structures


             16-19
                 Large Structure Typologies


             20-21
                 Digital Culture




             22-24                         Workshops
                 Productive Land Program


             25-26
                 Registering Landscapes of Uncertainty



[contents]
Studio_Verticalscapes.                     Instructors :     Inaki Abalos,
 Sports Village, Madrid                                 Renata Sentkiewicz



 The studio project consisted in the
 design of a thermodynamic entity of
 mixed ude in a specific climatic
 condition(in this case Madrid). The
 entity was based on the optimization
 of its energetic transfer in relation to
 climate and to its programmatic
 mixture according to the following
 steps:
 ?Creation of a thermodynamic mixer
 with a fixed residential program of
 5000 sqm and the other programs
 defined in order to achieve an
 energetic balance near of or equal to
 zero.
 Defining the spatial organization
 ?
 according to climatic parameters and
 natural energy sources.
 ? internal or external artificial
 Using
 sources of energy and determining
 transmission cycles as well as spatial
 devices dedicated to distribution and
 storage of energy.
 Determining
 ?                      basic aggregation
 system keeping in mind internal
 organization as energy optimization.
 Finally, forming an architectural
 ?
 proposal in coherence with spatial,
 structural, material and productive
 terms.




         [pg.1 of 26]

LENKA
[pg.2 of 26]
[pg.3 of 26]
[pg.4 of 26]
[pg.5 of 26]
[pg.6 of 26]
[pg.7 of 26]
Studio_Spectral Process.                  Instructors :       Philippe Rahm,
 Sports Complex, Barcelona                                 Renata Sentkiewicz



 The spectral method of our
 architecture is no longer to work with
 the tectonic, but rather to decompose,
 disintegrate, and crumble it into a
 multitude of microscopic particles of
 heat, vapor and light disunited from
 their whole, atomized. The space is no
 longer a visible, solid and tactile
 macroscopic block, instead it expands
 itself, diffracts, and opens to the
 infinitely small and the invisible. One
 of the key points of the contemporary
 meteorological architecture comes
 from the Impressionism painting of the
 19th century. It is the notion of
 dissociation, decomposition, analysis,
 We proceed by decomposition,
 dissociation of the “whole” in elements
 and then re-compose it, but with a
 certain number of components,
 according to other hierarchies,
 updated priorities, and new needs.
 Instead of gestalt which opposes a
 holistic view by stating that “the
 whole is different and not reducible to
 the sum of its parts”, we postulate
 that the isolated parts are more
 interesting than the whole




      [pg.8 of 26]

LENKA
[pg.9 of 26]
[pg.10 of 26]
[pg.11 of 26]
[pg.12 of 26]
Seminar_Building Structure.                  Instructors :   Augusti Obiol,
 Alternative structure of the roof of-                          Cecilia Obiol,
 Porto Alegre Market by Eladio Dieste(1972)                   Guillem Baraut
 _(with Shuva Chowdhury)
 The rapid and overwhelming evolution
 experienced by building technologies
 in the last decades as well as the
 multiple findings and improvements in
 construction materials have shifted
 and complicated the traditional tasks
 entrusted to the Architects.
 This seminar provided sufficient
 background to formulate specific,
 valid and efficient proposals in every
 field. the 2 stages of the seminar
 were:
 to basically learn geometrical
 approach to framework performance.
 and secondly, getting familiar with the
 primary concepts of structural design,
 such as structural efficiency, pre-
 loading strategies and elementary
 structural types.
 the problem of modification of the
 Porto Alegro Market s roof was to
 understand the technological
 component of the architectonic
 project and skillfully detect and
 determine the most reasonable
 solution - one that can end up being
 more appropriate and efficient.




      [pg.13 of 26]

LENKA
Introduction
                                                                                    The roof is needed to cover the whole market of 280 m overall-length
                                                                                    and 47 m width, with the consideration of allowing light inside. For the
                                                                                    planned architectural design, we have used structural steel which can
                                                                                    lead to an efficient and economic solution.




                                                                                    Basic ideas
                                                                                    The main elements of our roof structure constitutes
                                                                                      ·  20 steel beams running from one end to the other end along the
                                                                                         width at 14 metres centre-to centre.
                                                                                      ·  Supported at one end by 4 steel members, which form a trapezoidal
                                                                                         form.
                                                                                      · supports are further strengthened by horizontal steel
                                                                                         These
                                                                                         members (sort of a bracing) which hold the trapezoid in position.
                                                                                      · main beam then supports a 3-d truss of a maximum horizontal
                                                                                         The
                                                                                         span of 7 meters at the centre and diminishes at the end points.
                                                                                      · roof also has horizontal steel bracing or framing to make sure
                                                                                         The
                                                                                         that the load of the roofing material is transferred to the 3-d truss
                                                                                         members and then to the main beam-to make the roof act
                                                                                         effectively.
                                                                                      · profile of the roof ends in a curve to form a wall, and replaces
                                                                                         The
                                                                                         the existing wall in the design.
                                                                                      · curve profile of the wall is made up by the bracing which is
                                                                                         The
                                                                                         supported by the column, in place of the old wall.
     PORTO ALEGRE MARKET -
        EXISTING VIEWS




                                                       THE 3D TRUSS




                             Flow of forces
                             According to the geometry of the secondary structure, the horizontal
                             connectors in the roof transfer the load of the roof members to the truss.
                             The 3-d truss, in turn help in transmitting these vertical loads
                             respectively to the main thick beam which then transfers it load at its
                             end supports.




                                                           CONCEPTUAL SKETCH OF ROOF TO ALTER ITS FORM.                    DIGITAL IMAGE OF THE 3D TRUSS WHICH
                                                                                                                           PLACED OVER THE MAIN BEAM WILL
                                                                                                                           ELEVATE THE ROOF AND ALLOW LIGHT

       DETAIL -A




[pg.14 of 26]
SECTIONS AND CONCEPTUAL 3DS




                                       DETAIL OF A 3D TRUSS WHICH WHEN PLACED          R O O F O V E RV I E W
                                       OVER THE MAIN BEAM WILL ACT AS A
                                       MEMBER FOR ELEVATING THE ROOF AND
                                       A L L O W I N G               L I G H T




                                            DETAIL -PINNED BASED DETAIL AT THE MAST
                                            FROM WHERE 2 MEMBERS ORIGINATE ON
                                            O N E                          S I D E .




                                              DETAIL OF THE TRAPEZODIAL SUPPORT



                                                                                         DETAIL OF JOINERY AT ROOF




    DETAIL OF CURVED WALL WITH GLASS




[pg.15 of 26]
Seminar_Large Structures.                   Instructors :   Augusti Obiol,
 High Rise of 70 floors.                                     Alicia Huguet,
 (_with Olga Romanova)                                       Guillem Baraut

 The buildings with few stories and
 short spans allow for a great variety
 of different possibilities at the time
 of designing their frameworks; as the
 number of floors or the span length
 grow, the solution for each specific
 case needs to be much more accurate
 and uni-vocal. So, in the case of high
 rise buildings this is achieved by
 increasing the stiffness of specific
 structure       components            and
 progressively moving them to the
 perimeter as the number of levels
 grows.
 This seminar aimed to an approach to
 these domains based on the
 combination of analysis and induction,
 which is integrated by a sequence that
 wonders about what, how, why and
 where. Specifically, the seminar
 established the key concepts of the
 problem to be solved, to follow
 showing the different possible
 solutions out of any context; from
 that point on, it was needed to
 research the connections between
 each specific problem and each specific
 solution; following, a series of Case
 Studies that were investigated with
 the purpose of identifying the nature
 of the structure that the architect
 and the engineer designed for each of
 them.
 This scheme was then applies to both
 high rise and large span buildings.




      [pg.16 of 26]

LENKA
[pg.17 of 26]
[pg.18 of 26]
[pg.19 of 26]
Seminar_Digital Culture.                             Instructor :   Juanjo Castellon
 (_with Sally Habib, Omaya Malaeb, Kristina Ukhina)



 Digital design methods can be
 differentiated into parametric and
 algorithmic design approaches. As
 methods of computability they are
 part of the spectra that marks an
 extension of traditional non-digital
 design methods. The architectural
 utilization of these digital methods is
 based on the description of shapes by
 means of NURBS geometry. The
 firstpart was to          explore the
 evolution of the architectural
 paradigm from the analog to the
 digital by means of case studies. In
 addition, the NURBS-modeler
 Rhinoceros was be introduced as
 software environment for parametric
 and algorithmic design.
 The appearance of parametric tools
 represents a shift in the traditional
 way of thinking architecture. It
 enables the interaction, in the design
 process, between two scales, global
 and local, and the application of
 variation versus repetition. According
 to that, the later part was focused in
 the introduction of Grasshopper as
 parametric design software tool and
 the understanding of how to
 incorporate variation and geometric
 control into the design process by
 designing a chirungito in the beach of
 Barceloneta.




      [pg.20 of 26]

LENKA
[pg.21 of 26]
Workshop_Productive Land Program                         Instructor :    Maria Buhigas,
 Tordera s Geothermal desalination plant and Brine Bath                   Marc Montlleo,
 (_with Anna Alivio, Bechara Malkoun)                                       Anna Viader,
                                                                         Andres Flajszer
 The Productive Land Program (PLP) is
 oriented to research on and think over
 the productive and energetic
 capacities of the non-urban land as its
 way to become economically and
 socially    sustainable          within
 metropolitan areas. The current social
 framework is determined by the
 financial and political crisis, -i.e.
 economic deflation, breakdown of
 public protectionism, redefine the
 concept of private engagement, and
 the urge to find economies of
 subsistence. As a response to the
 current economic and political context,
 we   avoided design strategies that
 take into account actions supported,
 promoted        or   managed        by
 governmental policies. Instead, we will
 focus on design strategies which can
 engage the private sector to be
 developed.To successfully fulfill the
 course’s main goal, we worked only in
 assigned places where the land still
 keeps a potential for production.
 Therefore, we skipped both highly
 urbanized areas and rural areas, and
 concentrated on the fringe of the
 Barcelona’s Metropolitan Area. The
 basic idea was to develop a strategy
 that identifies the resources and
 defines the design solutions to
 produce self-sufficient interventions
 on the proposed sites, making them
 profitable guaranteeing to keep its
 natural condition (non-urban).




      [pg.22 of 26]

LENKA
[pg.23 of 26]
[pg.24 of 26]
Workshop_Registering Landscapes of Uncertainty   Instructor :   Toni Girones,
                                                                 Carles Enrich



 A trip on which the memory of each
 team member and their places of origin
 establishes analogous relations
 between different moments.
 A trip that serves as a platform for
 interchange, materializing in a series
 of registers that settle into a map of
 diverse identities and a critical
 conscience that allows us to recover
 humanization as opposed to the single
 course of globalization.
 This workshop consists in recording
 and producing cartographic material
 to reveal other realities that underlie
 the urban routine, based on the
 experiences of a three-day journey
 walking along the course of a river as
  it moves towards the sea, plus four
 days of reproducing        the collected
 material in the workshop.




      [pg.25 of 26]

LENKA
[pg.26 of 26]
I don't want to be interesting. I want to be good.
                     -Ludwig Mies van der Rohe.

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Portfolio masters

  • 1. PRITAM LENKA BARCELONA INSTITUTE OF ARCHITECTURE MASTERS OF ARCHITECTURE, 2012 DESIGN PORTFOLIO 2011/12 p.lenka@biarch.eu [untitled]
  • 2. 01-07 Studios Core Design Studio_VerticalScapes 08-12 Short Design Studio_Spectral Process 13-15 Seminars Building Structures 16-19 Large Structure Typologies 20-21 Digital Culture 22-24 Workshops Productive Land Program 25-26 Registering Landscapes of Uncertainty [contents]
  • 3. Studio_Verticalscapes. Instructors : Inaki Abalos, Sports Village, Madrid Renata Sentkiewicz The studio project consisted in the design of a thermodynamic entity of mixed ude in a specific climatic condition(in this case Madrid). The entity was based on the optimization of its energetic transfer in relation to climate and to its programmatic mixture according to the following steps: ?Creation of a thermodynamic mixer with a fixed residential program of 5000 sqm and the other programs defined in order to achieve an energetic balance near of or equal to zero. Defining the spatial organization ? according to climatic parameters and natural energy sources. ? internal or external artificial Using sources of energy and determining transmission cycles as well as spatial devices dedicated to distribution and storage of energy. Determining ? basic aggregation system keeping in mind internal organization as energy optimization. Finally, forming an architectural ? proposal in coherence with spatial, structural, material and productive terms. [pg.1 of 26] LENKA
  • 10. Studio_Spectral Process. Instructors : Philippe Rahm, Sports Complex, Barcelona Renata Sentkiewicz The spectral method of our architecture is no longer to work with the tectonic, but rather to decompose, disintegrate, and crumble it into a multitude of microscopic particles of heat, vapor and light disunited from their whole, atomized. The space is no longer a visible, solid and tactile macroscopic block, instead it expands itself, diffracts, and opens to the infinitely small and the invisible. One of the key points of the contemporary meteorological architecture comes from the Impressionism painting of the 19th century. It is the notion of dissociation, decomposition, analysis, We proceed by decomposition, dissociation of the “whole” in elements and then re-compose it, but with a certain number of components, according to other hierarchies, updated priorities, and new needs. Instead of gestalt which opposes a holistic view by stating that “the whole is different and not reducible to the sum of its parts”, we postulate that the isolated parts are more interesting than the whole [pg.8 of 26] LENKA
  • 15. Seminar_Building Structure. Instructors : Augusti Obiol, Alternative structure of the roof of- Cecilia Obiol, Porto Alegre Market by Eladio Dieste(1972) Guillem Baraut _(with Shuva Chowdhury) The rapid and overwhelming evolution experienced by building technologies in the last decades as well as the multiple findings and improvements in construction materials have shifted and complicated the traditional tasks entrusted to the Architects. This seminar provided sufficient background to formulate specific, valid and efficient proposals in every field. the 2 stages of the seminar were: to basically learn geometrical approach to framework performance. and secondly, getting familiar with the primary concepts of structural design, such as structural efficiency, pre- loading strategies and elementary structural types. the problem of modification of the Porto Alegro Market s roof was to understand the technological component of the architectonic project and skillfully detect and determine the most reasonable solution - one that can end up being more appropriate and efficient. [pg.13 of 26] LENKA
  • 16. Introduction The roof is needed to cover the whole market of 280 m overall-length and 47 m width, with the consideration of allowing light inside. For the planned architectural design, we have used structural steel which can lead to an efficient and economic solution. Basic ideas The main elements of our roof structure constitutes · 20 steel beams running from one end to the other end along the width at 14 metres centre-to centre. · Supported at one end by 4 steel members, which form a trapezoidal form. · supports are further strengthened by horizontal steel These members (sort of a bracing) which hold the trapezoid in position. · main beam then supports a 3-d truss of a maximum horizontal The span of 7 meters at the centre and diminishes at the end points. · roof also has horizontal steel bracing or framing to make sure The that the load of the roofing material is transferred to the 3-d truss members and then to the main beam-to make the roof act effectively. · profile of the roof ends in a curve to form a wall, and replaces The the existing wall in the design. · curve profile of the wall is made up by the bracing which is The supported by the column, in place of the old wall. PORTO ALEGRE MARKET - EXISTING VIEWS THE 3D TRUSS Flow of forces According to the geometry of the secondary structure, the horizontal connectors in the roof transfer the load of the roof members to the truss. The 3-d truss, in turn help in transmitting these vertical loads respectively to the main thick beam which then transfers it load at its end supports. CONCEPTUAL SKETCH OF ROOF TO ALTER ITS FORM. DIGITAL IMAGE OF THE 3D TRUSS WHICH PLACED OVER THE MAIN BEAM WILL ELEVATE THE ROOF AND ALLOW LIGHT DETAIL -A [pg.14 of 26]
  • 17. SECTIONS AND CONCEPTUAL 3DS DETAIL OF A 3D TRUSS WHICH WHEN PLACED R O O F O V E RV I E W OVER THE MAIN BEAM WILL ACT AS A MEMBER FOR ELEVATING THE ROOF AND A L L O W I N G L I G H T DETAIL -PINNED BASED DETAIL AT THE MAST FROM WHERE 2 MEMBERS ORIGINATE ON O N E S I D E . DETAIL OF THE TRAPEZODIAL SUPPORT DETAIL OF JOINERY AT ROOF DETAIL OF CURVED WALL WITH GLASS [pg.15 of 26]
  • 18. Seminar_Large Structures. Instructors : Augusti Obiol, High Rise of 70 floors. Alicia Huguet, (_with Olga Romanova) Guillem Baraut The buildings with few stories and short spans allow for a great variety of different possibilities at the time of designing their frameworks; as the number of floors or the span length grow, the solution for each specific case needs to be much more accurate and uni-vocal. So, in the case of high rise buildings this is achieved by increasing the stiffness of specific structure components and progressively moving them to the perimeter as the number of levels grows. This seminar aimed to an approach to these domains based on the combination of analysis and induction, which is integrated by a sequence that wonders about what, how, why and where. Specifically, the seminar established the key concepts of the problem to be solved, to follow showing the different possible solutions out of any context; from that point on, it was needed to research the connections between each specific problem and each specific solution; following, a series of Case Studies that were investigated with the purpose of identifying the nature of the structure that the architect and the engineer designed for each of them. This scheme was then applies to both high rise and large span buildings. [pg.16 of 26] LENKA
  • 22. Seminar_Digital Culture. Instructor : Juanjo Castellon (_with Sally Habib, Omaya Malaeb, Kristina Ukhina) Digital design methods can be differentiated into parametric and algorithmic design approaches. As methods of computability they are part of the spectra that marks an extension of traditional non-digital design methods. The architectural utilization of these digital methods is based on the description of shapes by means of NURBS geometry. The firstpart was to explore the evolution of the architectural paradigm from the analog to the digital by means of case studies. In addition, the NURBS-modeler Rhinoceros was be introduced as software environment for parametric and algorithmic design. The appearance of parametric tools represents a shift in the traditional way of thinking architecture. It enables the interaction, in the design process, between two scales, global and local, and the application of variation versus repetition. According to that, the later part was focused in the introduction of Grasshopper as parametric design software tool and the understanding of how to incorporate variation and geometric control into the design process by designing a chirungito in the beach of Barceloneta. [pg.20 of 26] LENKA
  • 24. Workshop_Productive Land Program Instructor : Maria Buhigas, Tordera s Geothermal desalination plant and Brine Bath Marc Montlleo, (_with Anna Alivio, Bechara Malkoun) Anna Viader, Andres Flajszer The Productive Land Program (PLP) is oriented to research on and think over the productive and energetic capacities of the non-urban land as its way to become economically and socially sustainable within metropolitan areas. The current social framework is determined by the financial and political crisis, -i.e. economic deflation, breakdown of public protectionism, redefine the concept of private engagement, and the urge to find economies of subsistence. As a response to the current economic and political context, we avoided design strategies that take into account actions supported, promoted or managed by governmental policies. Instead, we will focus on design strategies which can engage the private sector to be developed.To successfully fulfill the course’s main goal, we worked only in assigned places where the land still keeps a potential for production. Therefore, we skipped both highly urbanized areas and rural areas, and concentrated on the fringe of the Barcelona’s Metropolitan Area. The basic idea was to develop a strategy that identifies the resources and defines the design solutions to produce self-sufficient interventions on the proposed sites, making them profitable guaranteeing to keep its natural condition (non-urban). [pg.22 of 26] LENKA
  • 27. Workshop_Registering Landscapes of Uncertainty Instructor : Toni Girones, Carles Enrich A trip on which the memory of each team member and their places of origin establishes analogous relations between different moments. A trip that serves as a platform for interchange, materializing in a series of registers that settle into a map of diverse identities and a critical conscience that allows us to recover humanization as opposed to the single course of globalization. This workshop consists in recording and producing cartographic material to reveal other realities that underlie the urban routine, based on the experiences of a three-day journey walking along the course of a river as it moves towards the sea, plus four days of reproducing the collected material in the workshop. [pg.25 of 26] LENKA
  • 29. I don't want to be interesting. I want to be good. -Ludwig Mies van der Rohe.