Arikah Map

Cable-stayed bridge

Cable stayed bridge
Cable-stayed bridge:Seto Bri1
Great Seto Bridge, Japan
AncestorBox girder bridge
Related None
DescendantSide-spar cable-stayed bridge, Self-anchored suspension bridge, cantilever spar cable-stayed bridge
CarriesPedestrians, automobiles, trucks, light rail
Span rangeMedium
MaterialSteel rope, post-tensioned concrete box beam decking, steel or concrete pylons
MovableNo
Design effortmedium
Falsework requiredNo

A cable-stayed bridge is a bridge that consists of one or more pillars, with cables supporting the roadbed. There are two major classes of cable-stayed bridges, differentiated by how the cables are connected to the pillars. In a parallel attachment design, the cables are made nearly parallel by attaching cables to various points on the pillar so that the height of attachment of each on the pillar is similar to the distance from the pillar along the roadway to its lower attachment. In a radial attachment design, the cables all connect to or pass over the top of the pillar.The cable-stay design occupies a sweet spot of length between cantilever bridges and suspension bridges. Within this sweet spot a suspension bridge would require lots more cable, while a full cantilever bridge would require considerably more material.


Contents

Comparison with suspension bridge

A multiple-pillar cable-stayed bridge may appear similar to a suspension bridge, but in fact is very different in principle and in the method of construction. In the suspension bridge, a large cable is made up by "spinning" small diameter wires between two pillars, and at each end to anchorages into the ground or to a massive structure. These cables form the primary load-bearing structure for the bridge deck. Before the deck is installed, the cables are under tension from only their own weight. Smaller cables or rods are then suspended on the main cable, and used to support the load of the roadbed, which is lifted in sections and attached to the suspender cables. As this is done the tension in the cables increases, as it does with the "live load" of vehicles or persons crossing the bridge. The tension on the cables must be transferred to the earth by the anchorages, which are sometimes difficult to construct due to poor soil conditions.

Cable-stayed bridge:Rama VIII Bridge, Thailand, a single tower assymetrical type
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Rama VIII Bridge, Thailand, a single tower assymetrical type

In the cable-stayed bridge, the pillars form the primary load-bearing structure. A cantilever approach is often used for support of the roadbed near the pillars, but areas further from them are supported by cables running directly to the pillars. This has the disadvantage, compared to the suspension bridge, that the cables pull to the sides as opposed to directly up, requiring the roadbed to be stronger to resist these loads; but has the advantage of not requiring firm anchorages to resist a horizontal pull as in the suspension bridge. All static horizontal forces are balanced so that the supporting pillar does not tend to tilt or slide, needing only to resist such forces from the "live" loads.

A further advantage of the cable-stayed bridge is that any number of pylons may be used. While this type has been built with a single tower, they are usually built with a pair of towers.

Variations

A side-spar cable-stayed bridge uses a central pillar supported on only one side. The example shown in that article is not significantly different in structure from a conventional cable-stayed bridge, although this concept could allow the construction of a curved bridge. Far more radical in its structure, the Redding, California Sundial Bridge is a pedestrian bridge that uses a single cantilever spar on one side of the span, with cables on one side only to support the bridge deck. Unlike the other cable stayed types shown this bridge exerts considerable tipping force upon its foundation and the spar must resist the bending pull of the cables as these are not balanced by opposing cables. The spar of this particular bridge forms the gnomon of a large garden sundial. Related bridges by the archictect Santiago Calatrava include the Puente del Alamillo and Puente de la Mujer

Self anchored suspension bridge

Cable-stayed bridge:Proposed eastern span replacement of the San Francisco-Oakland Bay Bridge - a self-anchored suspension span
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Proposed eastern span replacement of the San Francisco-Oakland Bay Bridge - a self-anchored suspension span

A self-anchored suspension bridge is similar in principle to the cable stayed type in that tension forces that prevent the deck from dropping are converted into compression forces vertically in the pylon and horizontally along the deck structure. It is in some examples also related to the suspension bridge in having arcuate main cables with suspender cables, although the self-anchored type lacks the heavy cable anchorages of the ordinary suspension bridge. Unlike either a cable stayed bridge or a suspension bridge, this self-anchored suspension bridge must be supported by falsework during construction and so it is more expensive to construct.

Extradosed bridge

The extradosed bridge is a cable-stayed bridge but with a more substantial box-beam structure that being stiffer and stronger allows the cables to be omitted close to the tower and for the towers to be lower in proportion to the span.

Notable cable-stayed bridges

See also: List of largest cable-stayed bridges and Category:Cable-stayed bridges

Cable-stayed bridge:Millau viaduct in France, currently the world's tallest bridge
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Millau viaduct in France, currently the world's tallest bridge
Cable-stayed bridge:Ting Kau Bridge, early morning 2004, showing all three towers
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Ting Kau Bridge, early morning 2004, showing all three towers

In planning or construction

Categories


Cable-stayed bridges | Bridges

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