Designing a Structure | Academic Project | Monsoon 2018

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Rabat Grand Theatre is a shell type structure fully made of concrete. It is located along the Bouregreg River to ensure maximum exposure. It includes a three theatre spaces, over 2,500 seats and an outdoor amphitheatre able to house up to 7,000 people. The design of the grand theatre makes it seem as if it is melting into the surrounding landscae, a play on form to create an alien structure that still appears to be natural.

Case Study - Rabat Grand Theatre

Concrete roof deck geometry

CONCRETE SAMPLE IMAGE

NAMES

AVAILABLE SIZE FINISHES and FORMS Contour Curves

Plain Concrete A composite material composed of cement, water and coarse aggregates.

Cast in Situ

Concrete

- Brushed - Exposed - Stenciled - Coloured - Polished

Structural Offsets Raw form Basic

Reinforced concfete Steel The whole structure is made up of concrete Textile and with the reinforcement done with Re-bars

plywood. Concrete is a misture of water, cement and sand which makes it a flexible material. It has high compressive strengths and lower tensile strengths. Concrete shell -with ribs Tiles Polished

Limcrete It is a Concrete where cement is replaced by lime.

Glass Concrete Glass fiber embedded in a concrete matrix

Tiles Panels

- Exposed aggregrate - Polished - Laminates

Starting with puncturing a solid

PROPERTIES - High compressive strenght - Lower tensile strength - Cracking at high temperature - Wlow coefficient of thermal expansion

APPLICATION - Patio - Driveway - Column - Slabs - Beams - Floors - Paving - Carport

COST

Steel structure for roof geometry

PICTURE OF APPLICATION

Concrete ribbed shell envelope, with concrete supports and steel tail

Rs 30005000 per sq m

Three major components

- Temperature increase of steel and concrete in composite steel - Concrete elements leads to a decrease of Mechanical properties such as yield stress, youngs modulus and compressive strenght of concrete.

- Column - Structure of the building

RebarsRs. 47 per foot

- Better thermal Properties than Normal concrete. - Non corroding behaviour - High damping capacity - Low coefficients of thermal expansion

- Domes - Vaults

5000 per sq m

- Decorative applications - Window Trims - Exterior Friezes - Faรงade panels - Thin wall casting - Countertops

Rs. 45 per sq foot

The load of the roof gets tranfersed to the curved shaped concrete walls through trusses.

The load of walls is transfered through the supporting structure shaped like a tail.

Jahnavi Suthar

The design process started with making platonic solids and then puncturing then. It was observed that when the punctures were made on the surfaces the deformation was less but when the edges were cut, it collapsed. Models were made to understand this and how different punctures deformed the solid in different ways.

The inner structure is stable because of the columns while the outer structure is an independent structure which is made of concrete panels.

Concrete Panel

Foundation raft and piles, including main stability structure and flytower wrapping around the auditorium

- Floors Shell shaped concrete roofRs 3000-

- It prevents damp penetration - provides insulation - maintains breathability - Provides a solid Durable floor

Concrete Ribs

Internal floor slab structure, including auditorium balconies and circulation areas

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20%,40%,60%,80% respectively of each surface was punctured, the punctures were made until the solid deforms. Later to add strength to the form, frames were made. The members were placed on all sides of the openings thus giving it maximum strength and reducing the deformation.

Adding frame to it. The members added were designed according to the need of the opening. It was observed that if the member is placed perpendicular to the surface, the solid was stronger than placing the member parrallel to it. A model of only frames was then made.

Fabric Roof Metal cable attached to the column for supporting the roof

Linear columns

Dome

Wooden arches used for a tensile structure

Conical shaped wooden columns

WOOD Material Explorations through sketches

PROCESS


Architectural Case Study - 18.36.54 residential house

Metal Plate

Polish-American architect Daniel Libeskind’s 18.36.54 House in western Connecticut is named after the 18 planes, 36 points and 54 lines which define its living spaces. The exterior of the property is clad in mirror-finish bronzed stainless steel, making the appearance of the building entirely dependent on the changes in the natural environment surrounding it. This design successfully challenges all our traditional notions of shape, angularity, and perspective while offering a fully functional residence in a complimentary juxtaposition of manufactured forms and materials against organic form and nature.

The existing construction method includes the metal box section all aroung the surface and having small sections in between which is then cladded with thin metal sheet.

Process model using the same method of construction

Taking inspiration from the house, exploring the form through sketches and models.

Final Form

Metal Sheet Cladded

Metal Angular Flange Metal Castelleted I-Beam Angular cleat Butrresses to strenghthen the structure

Truss System for an inclined triangular surface

Purlins

Castelletd I-Beam Structural System used in final design

Structural Understanding Shear force which results into breakage of the form Ssection AA

Section BB

Metal Castelleted I-Beam

When metal box sections are used in long spanning members, there are more chances of breakage.

Metal Castelleted I-Beam

Metal Cylindrical structural element

Right Elevation

Metal Plate surrounding the I-Beam A

B

B'

Front Elevation ELEVATION

Plan at eye level

To avoid the breakge, I-beams with longer depth are used.

A'

The Corner Junction

First Attempt - Ball Joint Reason For Failure - All the load accumulates at the ball which was a weak connection between the long spanning metal structural members.

Second Attempt - Extending the plates Reason For Failure - When extended, the plates were intersecting in such a manner that the whole joint becomes weak itself.

Third Attempt - Connecting two I-girders Reason For Failure -Placing both I-girders in vertical manner and connecting them with a triangular plate was a difficult method of construction too, and the other two members were left to create a junction.

intersect - A Metal Structure

Final Junction - Making a periphery around each surface and conecting the two end I-beams with the metal flange at its edge.


User group - MUSICIANS 3 Major Activities Music library Where people can read books on music.

Where people can meditate with the help of music.

ACOUSTICS

MUSIC

Meditation Room

Vocal sounds combined in such a way as to produce Beauty of FORM, harmony and EXPRESSION of EMOTION.

Studio / Theatre

BALANCE

Where musicians can perform and practice the music.

Conecting Music with words and taking that forward in design.

Starting with the diagrams representing the Joining the extreme points of the circles, i get three major activities needed for musician;s diamond like shape in plan. clubhouse.

All three activities exposed to nature.

Sound should decipitate.

HARMONY

LEVELS

Convex ORDER

Concave

RHYTHM

Straight ceiling

Creating a surface out of it and adding a sinusoidal WAVE ( connecting it with music) to it.

A carpet like form is achieved with the wave on it Then accoding to the function, volumes are decided periphery. by pulling a certain point at certain level.

Concrete blocks of 1000*1000 mm are arranged and connected with nut bolt joinery to form the whole surface.

Metal Plate

Nut and Bolt

SITE CONTEXT CONCEPT

Curved ceiling

If a column is not placed in the perpendicular direction of the surface, the load does not transfer easily and results into weakness of the structure.

Concrete Arch

Concrete Blocks Larger surface area

Arches that acts as a beam Cross section - 450 mm Arches are placed on the periphery of the form and to support tthe middle area, columns are placed.

So the column is placed in the direction prependicular to the surface. Reinforcement Bar

Metal Plate Concrete Block

Concrete circular column

Circular column

Block - Block joinery

Column - Arch joinery

Smaller dia - 450 mm Larger dia - 1000 - 12000 mm

Structural Plan

Scanned by CamScanner

Load Transfer path

float - A Clubhouse for Musicians


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