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Archive for the ‘AY 2010/2011 SEM 2’ Category

PP Lounge

April 30, 2011 Leave a comment

The design is based on a 3-way rib system that is rigid and structurally stable. Pushing the system to its limits was about breaking the rigidity, yet maintaining its structural performance. The result was an organic and fluid structure that responded to the nature of the site.

Categories: AY 2010/2011 SEM 2

p3: The Flow(models)

April 29, 2011 Leave a comment

Categories: AY 2010/2011 SEM 2

p3: Fragmentation(models)

April 26, 2011 Leave a comment

Categories: AY 2010/2011 SEM 2

Sneak Preview (1 day before deadline..)

April 11, 2011 Leave a comment

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Categories: AY 2010/2011 SEM 2

Prof. Werner Sobek Crit_02.Mar.2011

April 11, 2011 Leave a comment

Categories: AY 2010/2011 SEM 2

Modulating the Torus

The torus is divided into radial spirals such that only 13 different panels are required to construct the entire student lounge/workshop space.

An optimization of material is achieved by incorporating what would normally be considered excess during the fabrication process into the overall structural construct of the torus. Wood ribs are used to stabilise the overall structure from live loads. Algor was used to determine the intensity of the wood ribs according to the difference in stress levels.

Categories: AY 2010/2011 SEM 2

Articulated Surface

March 31, 2011 Leave a comment

Student Lounge + Workshop Assembly Area

 
Options of surfaces to engage issues of venilation, visibility and privacy
 
 
 
Sections of timber strips are a greater determinant of structural stability than density of the strips along the surface.

 
 
 
Undulating surfaces are first split into strips of even spacing, then the density of the timber strips are varied accordingly
 to achieve evenly distributed lighting levels on the interior space according to ecotecr simulation.  
Categories: AY 2010/2011 SEM 2

p3: Fragmentation

March 31, 2011 Leave a comment

The concept of the structure is to fragment the rib structure into smaller pieces and varying the thickness of each pieces to reduce stress.
The overall geometry of the structure is based on the circulation and views. The vertical pieces serve as the supporting components while the horizontal pieces also serve as sunshade device and shelter.

 

A series of simulation tests are right to predict the performance of the structure as the thickness of the pieces are changed.

 

The structure is run with input of dead load and wind load from the y- and x-axis. The results on the left is one with the pieces of the same thickness, while the right is one with the pieces of varying thickness. The change in the thickness of the pieces reduced the maximum stress from 331.582 N/mm2 to 44.5033N/mm2 under y-direction wind load and Reduced the Max from 157.783 N/mm2 to 37.1913N/mm2 under x-direction wind load.

 

 

Categories: AY 2010/2011 SEM 2

The Other Corner

March 31, 2011 Leave a comment

Lounge + Workshop Extension

Algor Stress Distribution Analysis

-Using a tri-grid rib that is held together by interweaving the ribs provides rigidity and stability to the structure.

Details

- The ribs are broken into smaller components for fabrication (due to limitations of machine capability available). These smaller components are joined together in an overlapping manner, and fastened with a one-way lock.

Categories: AY 2010/2011 SEM 2

The Flow

March 31, 2011 Leave a comment

Student Lounge + Workshop Assembly Area

- Expression of twisted ribs that flows from roof to wall and wall to roof.

-Twisted ribs become sun shading device that moderates diffused lighting into the the built environment.

Ecotect Diffused Light Percentage Analysis

-Increment in the depth of the ribs for certain portion of the structure improves the percentage of diffused lighting in the occupied space.

Algor Stress Distribution Analysis

-Modification to the base structural and density of the ribs improves the overall stress distribution. (a. schematic model before modification; b. schematic model after modification)

Categories: AY 2010/2011 SEM 2
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