BANK OF LONDON AND SOUTH AMERICA, BUENOS AIRES
Designed by Clorinda Testa; completed 1966
The Bank of London and South America, located on a congested corner of Bartolomé
Mitre in Buenos Aires, is one of the most significant buildings in Argentina and a
landmark achievement in concrete construction. Designed by Clorindo Testa in
association with SEPRA architects, the introverted building presents a robust concrete
facade that belies a seductive and subdued labyrinthine interior. Set within a context of
formal neoclassical architecture from the 19th century, the cleverly orchestrated design
mediates between the busy and crowded Argentinian streets and the methodical operation
of the bank headquarters. It compliments the urban fabric in a manner that is both
charismatic and controlled.
The building was constructed at a time of tremendous economic turbulence in
Argentina, resulting from political changes internally and the rampant tension across
Latin America that had culminated in the Cuban revolution of 1959. The election of
Arturo Frondizi as president of Argentina in 1958 had introduced sweeping reforms to
the economic, political, and cultural policy of the country, designed to dispel discontent
and to reform the inward-looking Argentine economy. Frondizi instigated an urgent
program of westernization, targeting rapid development through increased levels of
foreign investment and the growth of local industry. The new headquarters for the Bank
of London and South America was the first by-product of this new economic policy. The
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building was to represent a rekindling of ties between Britain and Argentina that had
gradually been eroded since the beginning of World War II. As a mark of sincerity
toward this objective, the foundation stone for the building was laid by Prince Philip, the
Duke of Edinburgh, in March 1962.
The building already on the site, the former headquarters of the bank (designed in
1867 by the architects Hunt and Schroeder), was demolished in May 1961. The first stage
of construction was begun in December 1962, and the inauguration of the building took
place in August 1966. The design of the building was the outcome of an invited
competition undertaken by four Argentinian practices between January and May 1960.
The commission was awarded to the well-established local firm SEPRA (Santiago
Sanchez Elia, Fredrico Peralta Ramos, and Alfredo Agostini), who had collaborated with
the local artist and architect Clorindo Testa in their design proposal. Testa, who was more
than a decade younger than the other three members of the design team, had previously
worked with SEPRA on numerous urban projects for the city and became instrumental in
the design and realization of the finished building.
Occupying the corner of a busy intersection in the historical business district of
Buenos Aires, the building responds to the demanding neoclassical context by filling the
rectangular site with a chiseled, extruded block measuring 45 by 75 meters in plan. The
massive structure is hewn from concrete, which, unlike steel, could be produced locally
and required a less-skilled workforce. The two public facades of the building are
protected by monolithic, layered concrete screens that curve outward at the top, providing
a more generous pedestrian area at the base. The fluid concrete walls are punctuated by
seductive rounded openings to allow light to enter. This acts as a curtain providing a
mediation between the narrow street and the cavernous interior of the bank. Behind the
dramatic concrete curtains, which carry the structural load of the massive roof, is another
layer of glazing, which provides a climatic and acoustic barrier from the street. The two
imposing skirts fold back at the corner to reveal the glazed curtain wall that marks the
entrance to the building. A large, unadorned concrete blade wall folds over at the roof
level in the manner of a giant eyelid, enclosing the outdoor foyer space and revealing the
underside of the vaulted canopy, providing a shaded undercarriage as a refuge from the
busy and confined street space beyond. The gesture at the corner addresses not only the
entry but also the opposing buildings of the intersection, disappearing seamlessly into the
urban context.
The building houses 1,500 employees of the bank and provides office space in excess
of 10,000 meters squared. The complex yet sculptural interior layout, dominated by
floating mezzanines and the powerful mass of the circulation cores, distributes the office
space over six levels. Services and car parking are contained in three subterranean floors.
The palette of materials consists of richly formatted reinforced concrete throughout, light
timber trimmings, and a deep red painted finish.
The interior of the building is open and uncluttered by structural supports. The floating
floor slabs are supported by the concrete core of the lift shafts, the separate banks of
stairs, and the sculpted columns that support the exterior walls, tapering at both the base
and apex. This adds a legibility to the structural system and also frees the plan of
intermediate supports, allowing for a fluid and unobstructed spatiality inside the building.
The fluid concrete beams on the underside of the floating intermediate levels taper back
to elegantly house lighting and airconditioning ducts.
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The monumental simplicity of the building has played an important role in the context
of architectural history not only in Argentina but across the world. The sculptural
building can be seen as influential to avant-garde movements such as Archigram,
Metabolism, and the Brutalism of Paul Rudolph and, more recently in the curvilinear
geometries of Neil Denari. In the last decade, the building, like Clorindo Testa himself,
has been the subject of international critical reappraisal, elevating the profile of the
building and its architect.
BANK OF CHINA TOWER
Designed by I.M.Pei and Partners; completed 1989 Hong Kong
Notable for its place in the late-20th-century skyline of Hong Kong, the Bank of China
Tower, the headquarters of the Bank in Hong Kong designed by I.M.Pei and Partners and
completed in 1989, is located two blocks away from the old bank building in central
Hong Kong island. Surrounded by major roads on three sides, the tower rises from a
square footprint placed at the center of the small two-acre trapezoidal site. Measuring
1,209 feet to the tip of the twin masts in 70 stories, the tower was the tallest structure
outside the United States at completion.
The building is acclaimed for its elegant form and structural ingenuity. The tower can
be divided into two parts: the curtain-walled shaft resting on a three-story granite-clad
base. The base, with a castellated top, is designed to give the building visual protection
from the chaotic surrounding of major roadways. The allusion to an ancient Chinese city
wall in the design of the base is unmistakable. As the site slopes up from north to south,
the base absorbs the slope and provides the building with two entrances at different
levels. The northern entrance has an arched opening that leads into a barrel-vaulted lobby
where elevator banks are placed for access to the office tower. The southern entrance at
the upper level leads into the banking hall. Located right above the base, the hall is
surrounded on three sides by a floor-to-ceiling curtain wall screened with heavy vertical
mullions. This screen wall, decorated with a diagonally placed squares motif used in
Pei’s Fragrance Hill Hotel in Beijing, helps to make the transition from the heavy base to
the light curtain-walled tower. Above the information counter in the hall is a 14-story
square atrium that brings daylight into the center of the hall. However, because of the
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narrowness of the atrium, very little light manages to filter into the hall. Around the
atrium are the offices for the bank, and above these floors are speculative offices. The
boardroom for the bank is located at the apex of the tower under sloped glass roofs
supported by massive steel trusses.
Although the building is set back from Victoria harbor by a block, its shimmering
facade never fails to attract attention from across the water, the principal vantage point of
the famed Hong Kong skyline. This is due entirely to the elegant form of the building.
The tower is made up of a square shaft cut by the two diagonals into four triangular
segments. Each segment terminates at a different height with a large sloping roof. The
effect is said by Pei to be like bundling four sticks of different heights together,
symbolizing rising bamboo stalks with its auspicious connotation in Chinese culture. The
form of the building is said to be the result of a long search by Pei for an appropriate
form for a late-20th-century skyscraper. Dissatisfied with the conventional rectangular
tower of the International Style and the neo-classical pastiche of Postmodernism, Pei
attempts to seek a new form in the Bank of China Tower that is structurally honest and
innovative while aesthetically genuine to its region. Because of the diagonal cut, the
building contains six facades tapering toward the tip, each face covered with silvercoated
reflective glass that catches light from different directions at different times of the
day, resulting in a glittering appearance.
Pei’s tower is similarly important for its structural inventiveness. Designed in
collaboration with Leslie E.Robertson, the main structure consists of four corner
composite columns of reinforced concrete that carry the building load to the ground. In
addition, a central column to support the four segments of the tower is placed between the
top of the building to the 25th floor, at which point the load is transferred to the corners.
The five-column tower is reminiscent of ancient Chinese pagoda forms with a heavy
central column and four supporting corner columns. It is at these corners that both
vertical and lateral loads meet and where vertical, horizontal, and diagonal steel members
meet in the encasing reinforced-concrete columns. Designed to withstand the severe
typhoon winds of Hong Kong, the structural frame was conceived by Robertson as a huge
three-dimensional space frame, a structural solution that is extremely efficient and less
costly than a conventional structural steel frame. In order to express the structure on the
facade, Pei first proposed a curtain-wall system that accentuated the structural frame,
resulting in a series of crosses on the elevations. This proposal was not accepted by the
client, who feared that the crosses might carry negative associations. Pei then modified
the design to recess the horizontal elements of the bracing system and turn them into
steel. This design, explained by Pei as a series of diamonds, seamlessly integrates the
structure with aesthetics.
The meaning of the building’s form has been a subject of intense
speculation in Hong Kong society. The four triangular shafts of the building resulted in sharp corners. According to the principles and beliefs of
feng s hui, the ancient Chinese art of reading the house form for auspicious or bad influences, these
edges are regarded as exerting malignant forces on the occupants of facing buildings.
Thus, the building is said to have a negative impact on neighboring buildings. For feng shui
masters, the corners are like sharp knife blades, and devices must be placed in
surrounding buildings, including the Government House (the residence and office of the
colonial Governor of Hong Kong), to ward off negative influences coming from the
tower.
The taller and more elegant Bank of China Tower has always been compared to the
Hong Kong and Shanghai Bank Headquarters by Norman Foster. However, what Pei has
ultimately achieved in the tower, his last skyscraper, is a modernist statement of
structural integrity and honesty of expression in a multifaceted sculptural form. The
tower remains one of the most prominent landmarks in Hong Kong’s skyline and
represents an innovation in skyscraper form, a key building type in 20th-century urban
architecture.
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