suspension bridge
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What is a suspension bridge?
A suspension bridge is a type of bridge that uses overhead cables to support the roadway. The vertical loads are carried by curved cables under tension, which transfer the loads to towers and anchorages. The towers then carry the load through vertical compression to the ground, while the anchorages resist the pull of the cables. Suspension bridges are aesthetically pleasing, can span great distances, and are typically used for automobile traffic. They are also one of the most expensive types of bridges to build.
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How is a suspension bridge different from other types of bridges?
Suspension bridges use overhead cables to support the roadway, making them distinct from other bridge types like beam, truss, arch, cantilever, and cable-stay bridges. Suspension bridges carry vertical loads through curved cables under tension, transferring these loads to towers and anchorages. Modern suspension bridges are aesthetically pleasing, capable of spanning longer distances than any other bridge form, and are typically used for automobile traffic, though they can be built to support trains. The decks of suspension bridges must be heavy or stiff to prevent excessive movement under load.
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What are the main parts of a suspension bridge?
A suspension bridge uses overhead cables to support the roadway. The main components consist of towers, which carry vertical compression to the ground, and anchorages, which resist the pull of the cables. In addition, cables carry vertical loads through curves in tension. Finally, suspenders hang from the cables and connect to the deck, which must be stiff or heavy to avoid excessive movement.
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How do cables help support the weight of a suspension bridge?
Suspension bridges use curved cables under tension to bear vertical loads. The cables transfer these loads to the towers, which then carry them by vertical compression to the ground. The loads are also transferred to anchorages, which resist the cables' inward and vertical pull. The main cables of a suspension bridge form a catenary curve, which is the shape any string or cable assumes when suspended freely between two points. Deflection theory is used to calculate how the horizontal deck and curved cables work together to carry loads.
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Why are suspension bridges good for spanning long distances?
Suspension bridges are effective for spanning great distances because they carry vertical loads through curved cables in tension. These loads go to the towers, which transfer them as vertical compression to the ground, and to anchorages, which resist the cables' pull. Suspension bridges can be viewed as upside-down arches in tension, with only the towers in compression. Modern suspension bridges are light and aesthetically pleasing and can span longer distances than any other bridge form. They are also among the most expensive bridges to construct.
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What engineering challenges must be considered when building a suspension bridge?
When building a suspension bridge, engineers face challenges including managing dead and live loads, and countering natural forces like wind and earthquakes. Static wind load exerts horizontal pressure, while dynamic wind load can cause dangerous vertical or torsional oscillations. The expansion and contraction of materials due to temperature changes are minimized by using expansion joints and bearings. Earthquake resistance is achieved by minimizing the bridge's dead weight. The deck must be sufficiently heavy or stiff to prevent excessive movement under load.
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suspension bridge, bridge with overhead cables supporting its roadway. Modern suspension bridges are light and aesthetically pleasing and can span longer distances than any other bridge form. They are also among the most expensive bridges to construct. Though suspension bridges can be made strong enough to support freight trains, they have nearly all been designed for automobile traffic.
Form and mechanics
A suspension bridge carries vertical loads through curved cables in tension. These loads are transferred both to the towers, which carry them by vertical compression to the ground, and to the anchorages, which must resist the inward and sometimes vertical pull of the cables. The suspension bridge can be viewed as an upside-down arch in tension with only the towers in compression. Because the deck is hung in the air, care must be taken to ensure that it does not move excessively under loading. The deck therefore must be either heavy or stiff or both.
Since the early 20th century, deflection theory has been used in the design of suspension bridges to calculate how the horizontal deck and curved cables work together to carry loads. First published in 1888 by the Austrian academic Josef Melan, deflection theory explains how deck and cables deflect together under gravity loads, so that, as spans become longer and the suspended structure heavier, the required stiffness of the deck actually decreases. Deflection theory especially influenced design in the 1930s, as engineers attempted to reduce the ratio of girder depth to span length in order to achieve a lighter, more graceful appearance without compromising safety.
Construction
When bridges requiring piers are built over a body of water, foundations are made by sinking caissons into the riverbed and filling them with concrete. Caissons are large boxes or cylinders that have been made from wood, metal, or concrete. In the case of suspension bridges, towers are built atop the caissons. The early suspension-bridge towers were stone, but now they are either steel or concrete. Next, the anchorages are built on both ends, usually of reinforced concrete with embedded steel eyebars to which the cables will be fastened. An eyebar is a length of metal with a hole (or “eye”) at the ends. Cables for some of the first suspension bridges were made of linked wrought-iron eyebars; now, however, cables are generally made of thousands of steel wires spun together at the construction site. Spinning is done by rope pulleys that carry each wire across the top of the towers to the opposite anchorage and back. The wires are then bundled and covered to prevent corrosion. When the cables are complete, suspenders are hung, and finally the deck is erected—usually by floating deck sections out on ships, hoisting them with cranes, and securing them to the suspenders.
History and uses
One of the oldest of engineering forms, suspension bridges were constructed by primitive peoples using vines for cables and mounting the road- or walkway directly on the cables. A much stronger type was introduced in India about the 4th century ce that used cables of plaited bamboo and later of iron chain, with the roadway suspended.
In modern times, the suspension bridge provided an economical solution to the problem of long spans over navigable streams or at other sites where it is difficult to found piers in the stream. British, French, American, and other engineers of the late 18th and early 19th centuries encountered serious problems of stability and strength against wind forces and heavy loads; failures resulted from storms, heavy snows, and droves of cattle. Credit for solving the problem belongs principally to John Augustus Roebling, a German-born American engineer who added a web truss to either side of his roadways and produced a structure so rigid that he successfully bridged the Niagara Gorge at Niagara Falls, New York, the Ohio River at Cincinnati, and, finally, in his masterpiece, the Brooklyn Bridge spanning the East River between Brooklyn and Manhattan at New York City.
The technique of cable spinning for suspension bridges was invented by the French engineer Louis Vicat, a contemporary of Roebling. Vicat’s method employed a traveling wheel to carry the continuous cable strand from the anchorage on one side up over the tower, down on a predetermined sag (catenary) to the midpoint of the bridge, up and over the tower on the farther side to the farther anchorage, where a crew received the wheel, anchored the strand, and returned the wheel, laying a fresh strand. From these successive parallel strands a cable was built up.
Another major development in the modern suspension bridge was the pneumatic caisson, which permitted pier foundation at great depths. It was used initially by French, British, and American engineers, including Washington Roebling, who completed his father’s Brooklyn Bridge.
For a time in the 1930s, American engineers experimented with a narrow solid girder in place of the web truss to stiffen the roadway, but the failure of the Tacoma Narrows Bridge in 1940 under aerodynamic forces instigated a return to the web truss. Later aerodynamically stable box girders replaced the web truss.
A cable-braced bridge was developed by German engineers at Cologne, Düsseldorf, and elsewhere in the 1950s and ’60s; in this form a single tower at the midpoint supports the roadway by means of a number of cables. Another development of the 1960s, aimed at reducing time of construction, was cable fabricated in the shop. By the late 1980s, three suspension bridges (the Golden Gate, in San Francisco, the Verrazano-Narrows, in New York City, and the Humber Bridge, near Hull, England) had main-span lengths of more than 1,200 metres (4,000 feet).
Modern steel alloys are capable of much greater spans, and, since the late 20th century, a number of record-breaking suspension bridges have been built in Asia. The longest is the Akashi Strait Bridge (1998), which spans 1,991 metres (6,530 feet) between the islands Honshu and Shikoku in Japan. In 2019 China completed the second and third longest suspension bridges in the world: the Yangsigang Yangtze River Bridge, spanning 1,700 metres (5,577 feet) in Wuhan (Hubei), and the Nansha Bridge, spanning 1,688 metres (5,538 feet) in Dongguan (Guangdong).



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