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Tube (structure)

From Wikipedia, the free encyclopedia
Structural system where a building is designed to act like a hollow cylinder
John Hancock Center inChicago, designed in 1965 and finished in 1969, is an example of the trussed tube structural design

Instructural engineering, thetube is a system where, to resistlateral loads (wind, seismic, impact), a building is designed to act like a hollow cylinder,cantilevered perpendicular to the ground. This system was introduced byFazlur Rahman Khan while at the architectural firmSkidmore, Owings & Merrill (SOM), in their Chicago office.[1] The first example of the tube's use is the 43-story Khan-designed DeWitt-Chestnut Apartment Building, since renamedPlaza on DeWitt, inChicago,Illinois, finished in 1966.[2]

The system can be built usingsteel,concrete, orcomposite construction (the discrete use of both steel and concrete). It can be used foroffice,apartment, andmixed-use buildings. Most buildings of over 40 stories built since the 1960s are of this structural type.

Concept

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The tube system concept is based on the idea that a building can be made to resist lateral loads by designing it as a hollowcantilever perpendicular to the ground. In the simplest incarnation of the tube, the perimeter of the exterior consists of closely spaced columns that are tied together with deepspandrel beams through moment connections. This assembly of columns and beams forms a rigid frame that amounts to a dense and strong structural wall along the exterior of the building.[3]

The exterior framing is designed sufficiently strong to resist all lateral loads on the building. This allows the interior to be simply framed for gravity loads. Interior columns are comparatively few and located at the core. The distance between the exterior and the core frames is spanned with beams ortrusses and can be column-free. This maximizes the effectiveness of the perimeter tube by transferring some of the gravity loads within the structure to it, and increases its ability to resist overturning via lateral loads.

History

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By 1963, a new structural system of framed tubes had appeared inskyscraper design and construction.Fazlur Rahman Khan, a structural engineer fromBangladesh (then calledEast Pakistan) who worked atSkidmore, Owings & Merrill, defined the framed tube structure as "a three dimensional space structure composed of three, four, or possibly more frames, braced frames, or shear walls, joined at or near their edges to form a vertical tube-like structural system capable of resisting lateral forces in any direction by cantilevering from the foundation."[4] Closely spaced interconnected exterior columns form the tube. Lateral or horizontal loads (wind, seismic, impact) are supported by the structure as a whole. About half the exterior surface is available for windows. Framed tubes require fewer interior columns, and so allow more usable floor space. Where larger openings like garage doors are needed, the tube frame must be interrupted, with transfer girders used to maintain structural integrity.

Khan's tube concept was inspired by his hometown inDhaka, Bangladesh. His hometown did not have any buildings taller than three stories. He also did not see his first skyscraper in person until the age of 21 years old, and he had not stepped inside a mid-rise building until he moved to the United States for graduate school. Despite this, the environment of his hometown in Dhaka later influenced his tube building concept, which was inspired by thebamboo that sprouted around Dhaka. He found that a hollow tube, like the bamboo in Dhaka, lent a high-rise vertical durability.[5]

The first building to apply the tube-frame construction was the DeWitt-Chestnut Apartment Building which was designed by Khan and finished inChicago by 1963.[6] This laid the foundations for the tube structural design of many later skyscrapers, including his ownJohn Hancock Center andSears Tower, and theconstruction of the World Trade Center, thePetronas Towers, and theJin Mao Building. This also applies to most other tall skyscrapers since the 1960s, including the world's tallest building as of 2020[update], theBurj Khalifa.[7]

Variants

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From its conception, the tube has been varied to suit different structural needs.

Framed

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The World Trade Center's Twin Towers were some of the first structures to use a framed tube design. The many columns of the tube can be seen around the exterior of this horizontal cross section. The towers had a core for services, seen in the center. The design was not tube-in-tube since the core had 47 columns spaced relatively evenly, rather than around the edge of the core.

This is the simplest incarnation of the tube. It can appear in a variety of floor plan shapes, including square, rectangular, circular, and freeform. This design was first used in Chicago's DeWitt-Chestnut Apartment Building, designed by Khan and finished in 1965, but the most notable examples are theAon Center and the originalWorld Trade Center towers.

Trussed or braced

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The trussed tube, also termedbraced tube, is similar to the simple tube, but with comparatively fewer and further-spaced exterior columns. Steel bracings or concreteshear walls are introduced along the exterior walls to compensate for the fewer columns by tying them together. The best examples incorporating steel bracing are theJohn Hancock Center, theCitigroup Center, and theBank of China Tower.

Hull and core

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These structures have a core tube inside the structure, holding the elevator and other services, and another tube around the exterior. Most of the gravity and lateral loads are normally taken by the outer tube because of its greater strength. The780 Third Avenue 50-story concrete frame office building in Manhattan uses concrete shear walls for bracing and an off-center core to allow column-free interiors.[8]

Bundled

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Breakdown of thebundled tube structure of theWillis Tower with simplified floor plans.

Instead of one tube, a building consists of several tubes tied together to resist lateral forces. Such buildings have interior columns along the perimeters of the tubes when they fall within the building envelope. Notable examples includeWillis Tower,One Magnificent Mile, and theNewport Tower.

Willis Tower, finished in 1973, introduced the bundled tube structural design and was the world's tallest building until 1998

Beside being efficient structurally and economically, the bundled tube was "innovative in its potential for versatile formulation of architectural space. Efficient towers no longer had to be box-like; the tube-units could take on various shapes and could be bundled together in different sorts of groupings."[9] The bundled tube structure meant that "[buildings] could become sculpture."[10]

Hybrid

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Hybrids include a varied category of structures where the basic concept of tube is used, and supplemented by other structural support(s). This method is used where a building is so thin that one system cannot provide adequate strength or stiffness.

Concrete

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The last major buildings engineered by Khan were theOne Magnificent Mile andOnterie Center in Chicago, which employed his bundled tube and trussed tube system designs respectively. In contrast to his earlier buildings, which were mainly steel, his last two buildings were concrete. His earlierDeWitt-Chestnut Apartments building, built in 1963 in Chicago, was also a concrete building with a tube structure.[7]Trump Tower in New York City is also another example that adapted this system.[11]

Lattice towers

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Somelattice towers have steel tube elements, like the guyedWarsaw Radio Mast or free-standing3803 KM towers.

Diagram

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Evolution of skyscraper structural systems
Evolution of skyscraper structural systems

See also

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References

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  1. ^Weingardt, Richard (2005).Engineering Legends.ASCE Publications. p. 76.ISBN 978-0-7844-0801-8.
  2. ^Beedle, Lynn S.; Council on Tall Buildings and Urban Habitat (1986).Advances in tall buildings. Van Nostrand Reinhold Company. p. 149.ISBN 978-0-442-21599-6.
  3. ^Ali, Mir M.; Moon, Kyoung Sun (2007). "Structural Developments in Tall Buildings: Current Trends and Future Prospects".Architectural Science Review.50 (3):205–223.CiteSeerX 10.1.1.469.893.doi:10.3763/asre.2007.5027.S2CID 30307648.
  4. ^"Evolution of Concrete Skyscrapers". Archived fromthe original on 2007-06-05. Retrieved2007-05-14.
  5. ^Greene, Nick (28 June 2016)."The Man Who Saved the Skyscraper".Mental Floss.Atavist. Retrieved22 September 2019.
  6. ^Swenson, Alfred; Chang, Pao-Chi (2008)."Building construction".Encyclopædia Britannica. Retrieved2008-12-09.
  7. ^abAli, Mir M. (2001)."Evolution of Concrete Skyscrapers: from Ingalls to Jin Mao".Electronic Journal of Structural Engineering.1 (1):2–14.doi:10.56748/ejse.1111.S2CID 251690475. Archived from the original on June 8, 2004. Retrieved2008-11-30.
  8. ^"780 Third Avenue".Emporis. Archived from the original on July 27, 2015.
  9. ^Hoque, Rashimul (2012)."Khan, Fazlur Rahman1". InIslam, Sirajul; Jamal, Ahmed A. (eds.).Banglapedia: National Encyclopedia of Bangladesh (Second ed.).Asiatic Society of Bangladesh.
  10. ^Stephen Bayley (5 January 2010)."Burj Dubai: The new pinnacle of vanity".The Daily Telegraph. Retrieved2010-02-26.
  11. ^Seinuk, Ysrael A.; Cantor, Irwin G. (March 1984)."Trump Tower: Concrete Satisfies Architectural, design, and construction demands".Concrete International.6 (3):59–62.ISSN 0162-4075.
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