19
THE RING | Center of Contemporary Architecture

THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

  • Upload
    others

  • View
    3

  • Download
    0

Embed Size (px)

Citation preview

Page 1: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

THE RING | Center of Contemporary Architecture

Page 2: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

1. The block is a system of eclectic com-ponents, which do not articulate formal or programmatically in a clear way. In this context, the Gund Hall plays the role of the gravity center, both because of its size and its representational value as a Har-vard School.

Paradoxically, the main component is not physical, but intangible: the yard. It is the element that keeps the volumes in ten-sion and at the same time it is a very suc-cessful meeting place, used continuously during the whole year.

Page 3: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

Although the yard dissolves itself towards the perimeter of the block, the center remains the critical space of articulation. It is the ideal place to connect most of the components, but it is also the most im-portant void to preserve. A ring appears to be a perfect form to introduce a link, a mediator entity. The problem that it brings is that if it is located on the ground, it would kill the void...

Therefore, the ring is suspended over the yard and the links with the ground and the adjacent buildings are used as struc-tural legs.

41.00 m21.80 m

Page 4: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

A reciprocal structure is assembled by first installing a temporary support that holds the first beam at the correct po-sition. Then further beams are added, each resting on the last. The final beam is supported by the previous and supports the very first one. The beams are then connected and the temporary support is removed.

Reciprocal Frame:

A reciprocal frame is a class of self-sup-porting structure made of three or more beams and which requires no center support to create roofs, bridges or similar structures.

STRUCTURAL STRATEGY

Page 5: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The
Page 6: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

CGIS

FUNCTIONALCONNECTIONS

Internal Facade External Facade

GENERALACCESS

Gund Hall

Transparency / Opacity:The external facade of the CCA is defined by a double skin: on the outside, a pattern of perforated metallic panels regulates both solar ex-posure and views; and on the inside a glass surface provides a subtle and delicate background for exhibitions. The facade of the inner ring is completely transparent, providing natural light to the islands of pro-gram adjacent to it.

INTERNAL FACADE EXTERNAL FACADE

Page 7: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

CGIS

FUNCTIONALCONNECTIONS

Internal Facade External Facade

GENERALACCESS

Gund Hall

External space:Since the CCA is “floating” over the yard, it creates an interesting at-mosphere below that can be exploded by incorporating different activ-ities. A curtain suspended from the ring can be extended and generate a semi-close and more intimate area that can accommodate, for exam-ple, commencement ceremonies or the traditional Beers and Dogs.

Page 8: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

CGIS

FUNCTIONALCONNECTIONS

Internal Facade External Facade

GENERALACCESS

Gund Hall

CGIS

FUNCTIONALCONNECTIONS

Internal Facade External Facade

GENERALACCESS

Gund Hall

CGIS

FUNCTIONALCONNECTIONS

Internal Facade External Facade

GENERALACCESS

Gund Hall

Links:There are two kind of links: general access and functional connections. The first one is materialized by two escalators that provide the main entrance and exit to the CCA, and the second by two bridges that es-tablish the funcvtional connection with the Gund Hall (where there is a box-like bridge that accommodates the offices and provides a new terrace and view point) and the CGIS.

CGIS

GUND HALL

GENERAL ACCESSES

Page 9: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

CGIS

FUNCTIONALCONNECTIONS

Internal Facade External Facade

GENERALACCESS

Gund Hall

Profile / Media presence:The condition of the “flying ring” is perhaps singular enough to raise attention across the campus and beyond its scope. Nevertheless, there is another feature of the new CCA that could be considered a kind of concession to spectacle: during the night, the facade becomes a screen that projects images of information of the events it contains inside but also general information about the University and current affairs. It would be a magic lantern that adds a daring dimension to the sober and calm atmosphere of the campus.

Page 10: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The
Page 11: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

REFERENCES:

1 - RECEPTION2 - GIFT SHOP / BOOKSTORE3 - RESTROOMS4 - BAR5 - ADMINISTRATIVE OFFICES6 - EXHIBITION / SPACES FOR TALKS AND DEBATES7 - MOVABLE CURTAIN / SPACES PARTITION8 - INNER CRCULATION RING9 - VIEWPOINT

ACCESS AND CONNECTIONS

ISLANDS

CIRCULATION

CURTAINS

PROGRAMMATIC CONTINUUM

COMMENCEMENT

PROGRAMMATIC SEGMENTATION

BEERS AND DOGSPLAN

Page 12: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The
Page 13: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

Envelope StrategyMetallic Ring

The main expression of the project is an abstract reflective object. This enhances the effect of a lightness that defies gravity and mirrors the colors of the environment. Metal cladding covers all surfaces: roof, facades and soffit.The the facade for the interior hole provides a counterbalance, being highly transparent.

RoofThe roof solution consists on Metal Insulated Panels. The exterior finishing is metallic. The main advantages of this system is that it can cover long spans without intermediate supports, it is light and provides high insulation for the demanding weather in Cambridge.

External FacadeThe external facade comprises two distinct layers that eclose the structure. The layer on the outside is a perforated metallic panel, in which the openings are variable in size and orientation. The layer on the inside is an IGU layer that provides protection from the exterior while allowing for panoramic views.

Internal FacadeThe internal facade consist of an IGU system. A variable serigraphy pattern modulates the light in the interior spaces according the the orientation and program.

SoffitSimilar to the roof, the soffit is materialized with Metal Insulated Panels. Glossy metallic finish reflects the activity on the backyard back to the users.

Site Strategy: The contact of the new Center of Contemporary Architecture with the existing buildings and outdoor spaces in the site is minimal. Two escalators provide access from the street and two bridges connect to the most important buildings in the block.

These bridges connects to the vertical circulation cores of the CGIS building and Gund Hall, integrating and increasing their functionality

Structural StrategyThe Reciprocal Frame

The primary structural system is based on the concept on reciprocal structure: four legs supporting each other. Two circular beams align with the external and internal facades of the ring and are supported by these legs. A series of porticos connect legs and circular beams and provide the support for the floor and roof.

Initial StructureVierendeel Beams

Optimized StructureVierendeel + Truss Hybrid

Optimization Strategies

Connection porticosThe porticos spans from the legs to the circular beams and provide the primary support for the floor and the roof.

Circular BeamsThe circular beams span between the legs and align with the facade of the building.

Primary Structure. LegsThe primary structure works as a reciprocal frame. Each of the four “legs” are functional as circulation and connection systems.The legs are 3.4m in height, acting as trusses (outside the ring) and vierendeel members (inside the ring).Two legs rest on the ground, and contains the escalators. The other two legs are supported in the existing Gund Hall and CGIS buildings. The structure of these buildings and the structure of the legs are coordinated; therefore, the impact of the reinforcement on the existing structure is reduced.

Wire Model of the structure: Red: legsBlue: curved beamsSection: Round Tube diam 0.3m, wall thichkness 10mm

Results of the Finite Element Analysis: Red: compressionBlue: tension

Results of the Finite Element Analysis: Red: compressionBlue: tension

Results of the Finite Element Analysis: Black: original geometryBlue: Deformations (exagerated)Max Deflection 0.5m

Triangulation of the legs outside the ring increase the stiffness of the stucture and reduces deflections. The original proposal, which uses vierendeel beams, proved not rigid enough, so additional triangulation was included where the program allows.

Decrasing the angle of Leg 02 significantly contribute to reduce deflections on the NE region of the ring.

Pin Connection Pin Connection

Leg 01 connects Gund Hall to the ring. It is the most stressed leg in the system. Densification of the sector from Gund Hall to the circular beam improves the structural performance of this leg and the whole structure.

Results of the Finite Element Analysis: Black: original geometryBlue: Deformations (exagerated)Max Deflection 0.2m

Wire Model of the structure: Red: legsBlue: curved beamsOrange: triangulation of the legsSection: Round Tube diam 0.3m, wall thichkness 10mm

Leg 01

Leg 02

Leg 03

Most deflectedregion

Leg 04

Concentration ofStresses

Stresses more evenlydistributed

Most deflectedregion

Concentration ofStresses

Connection Porticos

Circular Beams

Primary Structure. Legs

Envelope StrategyMetallic Ring

The main expression of the project is an abstract reflective object. This enhances the effect of a lightness that defies gravity and mirrors the colors of the environment. Metal cladding covers all surfaces: roof, facades and soffit.The the facade for the interior hole provides a counterbalance, being highly transparent.

RoofThe roof solution consists on Metal Insulated Panels. The exterior finishing is metallic. The main advantages of this system is that it can cover long spans without intermediate supports, it is light and provides high insulation for the demanding weather in Cambridge.

External FacadeThe external facade comprises two distinct layers that eclose the structure. The layer on the outside is a perforated metallic panel, in which the openings are variable in size and orientation. The layer on the inside is an IGU layer that provides protection from the exterior while allowing for panoramic views.

Internal FacadeThe internal facade consist of an IGU system. A variable serigraphy pattern modulates the light in the interior spaces according the the orientation and program.

SoffitSimilar to the roof, the soffit is materialized with Metal Insulated Panels. Glossy metallic finish reflects the activity on the backyard back to the users.

Site Strategy: The contact of the new Center of Contemporary Architecture with the existing buildings and outdoor spaces in the site is minimal. Two escalators provide access from the street and two bridges connect to the most important buildings in the block.

These bridges connects to the vertical circulation cores of the CGIS building and Gund Hall, integrating and increasing their functionality

Structural StrategyThe Reciprocal Frame

The primary structural system is based on the concept on reciprocal structure: four legs supporting each other. Two circular beams align with the external and internal facades of the ring and are supported by these legs. A series of porticos connect legs and circular beams and provide the support for the floor and roof.

Initial StructureVierendeel Beams

Optimized StructureVierendeel + Truss Hybrid

Optimization Strategies

Connection porticosThe porticos spans from the legs to the circular beams and provide the primary support for the floor and the roof.

Circular BeamsThe circular beams span between the legs and align with the facade of the building.

Primary Structure. LegsThe primary structure works as a reciprocal frame. Each of the four “legs” are functional as circulation and connection systems.The legs are 3.4m in height, acting as trusses (outside the ring) and vierendeel members (inside the ring).Two legs rest on the ground, and contains the escalators. The other two legs are supported in the existing Gund Hall and CGIS buildings. The structure of these buildings and the structure of the legs are coordinated; therefore, the impact of the reinforcement on the existing structure is reduced.

Wire Model of the structure: Red: legsBlue: curved beamsSection: Round Tube diam 0.3m, wall thichkness 10mm

Results of the Finite Element Analysis: Red: compressionBlue: tension

Results of the Finite Element Analysis: Red: compressionBlue: tension

Results of the Finite Element Analysis: Black: original geometryBlue: Deformations (exagerated)Max Deflection 0.5m

Triangulation of the legs outside the ring increase the stiffness of the stucture and reduces deflections. The original proposal, which uses vierendeel beams, proved not rigid enough, so additional triangulation was included where the program allows.

Decrasing the angle of Leg 02 significantly contribute to reduce deflections on the NE region of the ring.

Pin Connection Pin Connection

Leg 01 connects Gund Hall to the ring. It is the most stressed leg in the system. Densification of the sector from Gund Hall to the circular beam improves the structural performance of this leg and the whole structure.

Results of the Finite Element Analysis: Black: original geometryBlue: Deformations (exagerated)Max Deflection 0.2m

Wire Model of the structure: Red: legsBlue: curved beamsOrange: triangulation of the legsSection: Round Tube diam 0.3m, wall thichkness 10mm

Leg 01

Leg 02

Leg 03

Most deflectedregion

Leg 04

Concentration ofStresses

Stresses more evenlydistributed

Most deflectedregion

Concentration ofStresses

Envelope StrategyMetallic Ring

The main expression of the project is an abstract reflective object. This enhances the effect of a lightness that defies gravity and mirrors the colors of the environment. Metal cladding covers all surfaces: roof, facades and soffit.The the facade for the interior hole provides a counterbalance, being highly transparent.

RoofThe roof solution consists on Metal Insulated Panels. The exterior finishing is metallic. The main advantages of this system is that it can cover long spans without intermediate supports, it is light and provides high insulation for the demanding weather in Cambridge.

External FacadeThe external facade comprises two distinct layers that eclose the structure. The layer on the outside is a perforated metallic panel, in which the openings are variable in size and orientation. The layer on the inside is an IGU layer that provides protection from the exterior while allowing for panoramic views.

Internal FacadeThe internal facade consist of an IGU system. A variable serigraphy pattern modulates the light in the interior spaces according the the orientation and program.

SoffitSimilar to the roof, the soffit is materialized with Metal Insulated Panels. Glossy metallic finish reflects the activity on the backyard back to the users.

Site Strategy: The contact of the new Center of Contemporary Architecture with the existing buildings and outdoor spaces in the site is minimal. Two escalators provide access from the street and two bridges connect to the most important buildings in the block.

These bridges connects to the vertical circulation cores of the CGIS building and Gund Hall, integrating and increasing their functionality

Structural StrategyThe Reciprocal Frame

The primary structural system is based on the concept on reciprocal structure: four legs supporting each other. Two circular beams align with the external and internal facades of the ring and are supported by these legs. A series of porticos connect legs and circular beams and provide the support for the floor and roof.

Initial StructureVierendeel Beams

Optimized StructureVierendeel + Truss Hybrid

Optimization Strategies

Connection porticosThe porticos spans from the legs to the circular beams and provide the primary support for the floor and the roof.

Circular BeamsThe circular beams span between the legs and align with the facade of the building.

Primary Structure. LegsThe primary structure works as a reciprocal frame. Each of the four “legs” are functional as circulation and connection systems.The legs are 3.4m in height, acting as trusses (outside the ring) and vierendeel members (inside the ring).Two legs rest on the ground, and contains the escalators. The other two legs are supported in the existing Gund Hall and CGIS buildings. The structure of these buildings and the structure of the legs are coordinated; therefore, the impact of the reinforcement on the existing structure is reduced.

Wire Model of the structure: Red: legsBlue: curved beamsSection: Round Tube diam 0.3m, wall thichkness 10mm

Results of the Finite Element Analysis: Red: compressionBlue: tension

Results of the Finite Element Analysis: Red: compressionBlue: tension

Results of the Finite Element Analysis: Black: original geometryBlue: Deformations (exagerated)Max Deflection 0.5m

Triangulation of the legs outside the ring increase the stiffness of the stucture and reduces deflections. The original proposal, which uses vierendeel beams, proved not rigid enough, so additional triangulation was included where the program allows.

Decrasing the angle of Leg 02 significantly contribute to reduce deflections on the NE region of the ring.

Pin Connection Pin Connection

Leg 01 connects Gund Hall to the ring. It is the most stressed leg in the system. Densification of the sector from Gund Hall to the circular beam improves the structural performance of this leg and the whole structure.

Results of the Finite Element Analysis: Black: original geometryBlue: Deformations (exagerated)Max Deflection 0.2m

Wire Model of the structure: Red: legsBlue: curved beamsOrange: triangulation of the legsSection: Round Tube diam 0.3m, wall thichkness 10mm

Leg 01

Leg 02

Leg 03

Most deflectedregion

Leg 04

Concentration ofStresses

Stresses more evenlydistributed

Most deflectedregion

Concentration ofStresses

Concentration of Stresses

Concentration of Stresses

Most Deflected Region

OPTIMIZATION STRATEGIES

Page 14: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

Envelope StrategyMetallic Ring

The main expression of the project is an abstract reflective object. This enhances the effect of a lightness that defies gravity and mirrors the colors of the environment. Metal cladding covers all surfaces: roof, facades and soffit.The the facade for the interior hole provides a counterbalance, being highly transparent.

RoofThe roof solution consists on Metal Insulated Panels. The exterior finishing is metallic. The main advantages of this system is that it can cover long spans without intermediate supports, it is light and provides high insulation for the demanding weather in Cambridge.

External FacadeThe external facade comprises two distinct layers that eclose the structure. The layer on the outside is a perforated metallic panel, in which the openings are variable in size and orientation. The layer on the inside is an IGU layer that provides protection from the exterior while allowing for panoramic views.

Internal FacadeThe internal facade consist of an IGU system. A variable serigraphy pattern modulates the light in the interior spaces according the the orientation and program.

SoffitSimilar to the roof, the soffit is materialized with Metal Insulated Panels. Glossy metallic finish reflects the activity on the backyard back to the users.

Site Strategy: The contact of the new Center of Contemporary Architecture with the existing buildings and outdoor spaces in the site is minimal. Two escalators provide access from the street and two bridges connect to the most important buildings in the block.

These bridges connects to the vertical circulation cores of the CGIS building and Gund Hall, integrating and increasing their functionality

Structural StrategyThe Reciprocal Frame

The primary structural system is based on the concept on reciprocal structure: four legs supporting each other. Two circular beams align with the external and internal facades of the ring and are supported by these legs. A series of porticos connect legs and circular beams and provide the support for the floor and roof.

Initial StructureVierendeel Beams

Optimized StructureVierendeel + Truss Hybrid

Optimization Strategies

Connection porticosThe porticos spans from the legs to the circular beams and provide the primary support for the floor and the roof.

Circular BeamsThe circular beams span between the legs and align with the facade of the building.

Primary Structure. LegsThe primary structure works as a reciprocal frame. Each of the four “legs” are functional as circulation and connection systems.The legs are 3.4m in height, acting as trusses (outside the ring) and vierendeel members (inside the ring).Two legs rest on the ground, and contains the escalators. The other two legs are supported in the existing Gund Hall and CGIS buildings. The structure of these buildings and the structure of the legs are coordinated; therefore, the impact of the reinforcement on the existing structure is reduced.

Wire Model of the structure: Red: legsBlue: curved beamsSection: Round Tube diam 0.3m, wall thichkness 10mm

Results of the Finite Element Analysis: Red: compressionBlue: tension

Results of the Finite Element Analysis: Red: compressionBlue: tension

Results of the Finite Element Analysis: Black: original geometryBlue: Deformations (exagerated)Max Deflection 0.5m

Triangulation of the legs outside the ring increase the stiffness of the stucture and reduces deflections. The original proposal, which uses vierendeel beams, proved not rigid enough, so additional triangulation was included where the program allows.

Decrasing the angle of Leg 02 significantly contribute to reduce deflections on the NE region of the ring.

Pin Connection Pin Connection

Leg 01 connects Gund Hall to the ring. It is the most stressed leg in the system. Densification of the sector from Gund Hall to the circular beam improves the structural performance of this leg and the whole structure.

Results of the Finite Element Analysis: Black: original geometryBlue: Deformations (exagerated)Max Deflection 0.2m

Wire Model of the structure: Red: legsBlue: curved beamsOrange: triangulation of the legsSection: Round Tube diam 0.3m, wall thichkness 10mm

Leg 01

Leg 02

Leg 03

Most deflectedregion

Leg 04

Concentration ofStresses

Stresses more evenlydistributed

Most deflectedregion

Concentration ofStresses

Leg 01

Leg 01 Connect Gund Hall to the ring. It is the most stressed leg in the system. Densification of the sector grom Gund Hall to the cir-cular beam improves the structural performance of this leg and the whole structure

Triangulation of the legs outside the ring increase the stiffness of the structure and reduces deflections. The original proposal, which uses vierendeel beams, proved not rigid enough, so additional triangulation was included where the program allows

Leg 02

Pin ConnectionPin Connection

Leg 03

Most Deflected Region

Leg 04

Decreasing the angle of leg 02 significantly contribute to reduce deflections on the NE re-gion of the ring

OPTIMIZATION STRATEGIES

Page 15: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The
Page 16: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

PARAMETRIC FACADE

1 [35]

0°0° 90° 90° 45°45°45°45°45°

1 [128]

0,06

PERFORATION DIAMETER [surrounding views]

ROTATION AXIS [orientation]

APERTURE ANGLE [interior viewpoint]

4 [17]3 [5] 5 [14] 6 [27]

4 [27]

1 [35]

0,030,03 0,07 0,050,090,09

35.40 30.80

3 [31]

3.00

2 [35]

WESTSOUTHEAST27.3430.8035.4035.20

3.00

NORTH

WESTEASTNORTH

WEST

27.3430.8035.4035.20

3.00

SOUTHEASTNORTH

SOUTH

2 [30]

27.3435.20

30°

30°

Skin:

The facade of the external ring is made out of stainless steel. Its logic con-sists in responding to three different conditions through a parametric pattern that regulates its degree of openness and its angle of aperture: the relative view to certain interesting points of the surrounding context, the orientation, and the position of the observer inside. The degree of variation of the pattern is dictated by a series of attractor points, which are strategically located according to the orientation (north, south, east, west), which control the rotation (horizontal for north and south and vertical for east and west) and the density (more density at the observ-er’s level of view from the inside).

North

West

South

East

Page 17: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

East sector(facing Gund Hall)

NorthWest(transition between different conditions)

South sector(exhibition space)

Detailed Lumenhaus Panels - Close up

Page 18: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The

Winter (December 21):During the Winter, the shadow projected by the ring does not affect the surface of the yard lo-cated in front of Gund, and therefore keeps the possibilities of using it intact.

Summer (June 21):During the Summer, it can be observed the oppo-site situation: the surface of the yard adjacent to Gund is almost completely covered by the shad-ow projected by the ring. Therefore, the possibili-ties of actual use still remain.

Page 19: THE RING | Center of Contemporary Architecture Ring.pdf · 2018. 1. 31. · Vierendeel Beams Optimied Structure Vierendeel Truss Hybrid Optimiation Strateies Connection porticos The