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RICHARD ROGERS

NAME: ASAAD ALMADANI

Id Num : 1010215

ARCH : AHMAD FALLATH

PROF : FAROOQ MOFTI

AR-321

He is a British architect noted for his modernist and functionalist designs. He was

born in Florence in 1933 and attended the Architectural Association School of

Architecture in London, before graduating from Yale School of Architecture in

Richard Rogers’s Life

PartnershiP

Projects

Norman Foster , Richard Rogers and Carl Abbott at Yale, 1962

PartnershiP

Projects

Richard Rogers Partnership

Richard Rogers and his first wife, Sue, worked in a partnership with Norman and Wendy

Foster as "Team 4". In contrast to Foster, who generated a sophisticated architecture

based in technology, Rogers created lavish, enthusiastic designs. In 1970 Rogers

established a partnership with the Italian architect Renzo Piano. After the completion of

the Pompidou Center in Paris, the Richard Rogers Partnership was formed.

Team 4’s First Major Job

Creek Vean Was team 4’s First Major Job, Begun in 1963 after

Richard Rogers and Norman foster returned to London from the USA.

The client were Rogers’s Parents-In-Law, Marcus and Rene Brumwell.

Centre Georges Pompidou, 1971-1977 . known as the Pompidou Centre in English

is a complex in the Beaubourg area of the 4th arrondissement of Paris, near Les

Halles and the Marais. It was designed in the style of High-Tech Architecture.

Centre Georges Pompidou1

Project : Centre Georges Pompidou

Place/Date

Paris, France 1971—1977

Client

Ministère des Affaires Culturelles,

Ministère de l’Education Nationale

Architect

Piano + Rogers

£58 million

Gross Internal Area

100,000 m²

Structural Engineer

Ove Arup & Partners

Metal Framwork : steel

Section

Elevation

Lloyd’s of London2

1978 – 1986

Project : Lloyd’s of London

Site Plan

Strategy :

- create unobstructed open space

- allow for flexibility of use

- allow for expansion and contraction

with market demands

11th floor plangallery floor planroom floor plan

In order to express the dichotomy of the

service elements and the main space of the

building, different construction methods were

used. While service towers used pre-cast

parts, the main building is constructed of

predominately cast in place

Lloyd’s of LondonProject :

Floors are a grid of concrete beams, not a

coffered slab, and are supported by reinforced

concrete columns on a 10.8m x 18m grid

„the Room‟

Lloyd‟s functions as a society of underwriters

formed into syndicates. These syndicates

function through communication and

interaction. In order to maintain its efficiency,

Lloyds required a single market place under

one roof, this is known as „the Room‟. The

structure of the building responds to the

need for a single underwriting room.

vertical circulationservice towerscolumn spacing

satellite service towersuse of exterior columns

“The Room” is housed in a full-height

atrium which allows light down into the

lowest floors of the building. Constructed

of a lattice of steel tubing, its roof rests

lightly on the building‟s main columns.

lattice of steel tubing

The towers were constructed of pre-cast

concrete elements and clad in stainless steel.

satellite towers

Six satellite service towers pull all normal

fixed obstructions to the perimeter of the

building, including fire stairs and

restrooms.

Madrid BaraJas International Airport3

Project : Madrid Barajas International AirportPlace

Barajas-Madrid, Spain

Tender 1997

Design 1998-1999

Construction 2000-2005

Operation 2006

Full operation 2010

Client

Terminal €670,000,000

Satellite €400,000,000

Car park €166,000,000

Total €1,238,000,000

Architect

Co-Architect

Estudio Lamela

Acoustic Consultant

Sandy Brown Associates

Airport Consultant

Initec / TPS

Facade Engineer

Project : Madrid Barajas International Airport

Terminal level +2 Terminal level +1 Terminal level 0

Cut-away isometric

Terminal building ‘B’ canyon

bewteen check in and controls.

Luggage collection at level 0

and horizontal connections

88 Wood Street4

Wood Street88 Project :

Place/Date

London , England 1993 - 1998

Client

Daiwa Europe Properties

£52 million

33,073 m²

Architect

Structural Engineer

Ove Arup & Partners

Services Engineer

Ove Arup & Partners

The large floor plates allow for maximum flexibility, and

can be subdivided into three separate tenancies, with

each tenant still having direct access to lift lobbies,

toilet facilities and all mechanical and electrical

servicing

The office wings are constructed of in-situ concrete,

contrasting with the lightweight, steel-framed service

towers. The use of brilliant colour enhances their

impact – air intakes and extracts at street level are

also brightly coloured, contrasting with the neutrality of

the occupied floors. The façades of the main office

floors are glazed from floor to ceiling to maximise

daylight and views – in addition, levels 8,12 and 16

lead directly onto roof terraces with spectacular views

over the City.

Concept

Project : 88 Wood Street

Awards

The American Institute of Architects

London/UK Chapter Excellence in

Design

Award Winner

RIBA Award/Stirling Shortlist

Civic Trust Award

Royal Fine Art Commission Trust

Royal Academy Summer Exhibition

Bovis/Lend Lease Award for Best

Architectural Exhibit

S e c t I o n E l e v a t I o n

Elevation Section

Interior External core

Millennium Dome5

Project : Millennium Dome

Awards

Civic Trust Award Commendation

European Structural Steel Design

RIBA Award

Royal Academy Summer Exhibition

Place/Date

Client

The New Millennium Experience Company

100,000 m²

£43 million

Architect

Structural Engineer

Buro Happold Consulting Engineers

The ultimate inspiration for

the Dome was a great sky,

a cosmos under which all

events take place – the

radial lines and circles of the

high-tensile roof structure

recall the celestial reference

grid of astronomical maps

throughout the ages.

Antwerp Law Courts6

Antwerp Law Courts

Place/Date

Antwerp, Belgium 1998 - 2005

Client

Regie der Gebouwen

£86 million

Gross Internal Area

77,000 m²

Cost/m²

£1,115

Architect

Structural Engineer

Arup/Bureau Van w

Concept plan

Concept sketch

Water run-off & collection environmental

diagram

Prevailing wind environmental diagram

Environmental sectional diagram

Roof structure sketch

Concept

Visuals

Section through the building and site

Aerial view of the Law Courts

Aerial view of the Law Courts within their

setting at the edge of the city

Roof structure study models

Visuals

The National Assembly for Wales7

Project : The National Assembly for Wales

Place/Date

Cardiff, Wales 1998-2005

Client

National Assembly for Wales

£40,997,000

Gross Internal Area

4,000 m²

Structural Engineer

Environmental Consultant

BDSP Partnership

Project Managers

Landscaping

Gillespies

Fire Engineering

Warrington Fire Research

Acoustics

Sound Research Laboratories

Concept

RRP employed the idea of openness and transparency as the driving factor in the design.

The building was not to be an insular, closed edifice. Rather it would be atransparent

envelope, looking outwards to Cardiff Bay and beyond, making visible the inner workings

of the Assembly and encouraging public participation in the democratic process.

Concept sketch View of proposed NAW

across Cardiff Bay and along

Harbour Drive

View of the NAW from the bay Early model

Computer composite of

proposed building Section through the scheme View across Cardiff Bay from the

interior of the public space next

to the debating chamber

Early model

Project : National Assembly For Wales

The election of the Welsh National

Assembly, the creation of which

was approved by a referendum in

1999, was a turning point in the

history of Wales. Its home,

Cardiff's former docklands, is a

striking addition to the local scene

and a statement of faith in the

regeneration process.

Architecturally, the Assembly

Building seeks to embody

democratic values of openness

and participation, while its highly

progressive environmental agenda

will estbalish a new standard for

public buildings in Britain. 1 Debating Chamber

2 Committee rooms

3 Offices / Meeting rooms

4 Private courtyards

5 Media briefing room

6 Members tea room

7 Milling space

8 Plant

1 Debating chamber

2 Security & cloakroom

3 Reception

4 Public gallery

5 Void

6 Parent & childroom

Ground floorFirst floor

Second floor Members gallery Roof

1 Public events area

2 Coffee shop

3 Service link to existing

building

1 Members gallery

2 Members link to existing

building

1 Wind cowl

2 Glazed lantern

1 Debating chamber

2 Committee rooms

3 Offices / meeting rooms

4 Public gallery

5 Public events area

1 Reception

2 Public gallery

4 Milling area

1 Reception

2 Security & cloakroom

4 Media briefing room

5 Office

Construction

Debating chamber

structure View of the roof during

construction

Aerial view of the wind

cowl and the Assembly

during construction

View of the steel structure

from Pierhead Street

View of the funnel from the

committee room Funnel stitch The reception area under

construction The steel structure during

construction

Visuals

Local slate slabs are laid to create the

steps at the front of the building

Aerial view of the wind cowl and Assembly in

context with the city

Cedar wood is used to create the funnel

to the debating chamber Construction shot

Public spaces are raised above the bay on a spectacular slateclad

plinth which rises up from the waterside, allowing daylight

to penetrate the administrative spaces while sheltered under a

lightweight, undulating roof

The reception area reflects the idea of

‘openness and accessibility to

the public’. Behind the lobby, the

chamber is defined by the dramatic

roof which is drawn down from above

to form the enclosure

Hesperia Hotel & Conference Centre

Place/Date

Hospitalet , Spain 1999 - 2006

Client

Hespería Hotels SA

£30 million

Gross Internal Area

14,000 m² (Hotel), 5,900 m² (Sports Club),

4,500 m² (Conference Centre)

50,000 m² (Including Park)

Architect

Structural Engineer

Buro Happold/Obiol,

Moya y Asociados, Brufau y Asociados

Hesperia Hotel & Conference Centre

Waterside10

Project : Waterside

Place/Date

London, England 1999 - 2004

Client

Paddington Development Corporation Ltd/

Chelsfield plc

£56 million

Gross Internal Area

34,000 m²

Architect

Structural Engineer

Ove Arup & Partners

Services Engineer

Ove Arup & Partners

Project : Waterside

Tower Bridge House10

Project : Tower Bridge House

Place/Date

Client

Taylor Woodrow Development Ltd

£45 million

24,000 m²

Architect

Structural Engineer

Waterman Partnership (Now Waterman Group)

Services Engineer

Waterman Gore (Now Waterman Group)

Ground Floor Site Plan

Cross section

Section

First floor

Fourth floor

Project : Montevetro11

Project : MontevetroPlace/Date

London, England 1994 - 2000

Client

Taylor Woodrow Capital Developments

£38 million

25,000 m²

Cost/m²

Architect

Structural Engineer

Waterman Partnership

Services Engineer

Quantity Surveyor

WT Partnership

Associate Architect

Hurley Robertson Associates

Landscape Architect

Townshend Landscape Architects

Project : Montevetro

Master plan of majorca or mallorca12

Master plan of majorca or mallorca

In 1994 and 1995 I served as a

consultant and jury member on an

international design competition for the

planning and design of a proposed new

residential, research and networked eco-

community on the Spanish

Mediterranean Island of Mallorca. On

invitation from the Ballearic

government, I provided ecologically

applied telecommunications concepts,

and served on the jury that ultimately

selected a plan presented by the British

architect, Richard Rogers.

Master plan of majorca or mallorca

References

http://en.wikipedia.org/wiki/Richard_Rogers

http://en.wikipedia.org/wiki/Centre_Georges_Pompidou

s_building27http://en.wikipedia.org/wiki/Lloyd%

http://en.wikipedia.org/wiki/Millennium_Dome

community/parcbit.html-http://www.radlab.com/tele

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