Self-anchored suspension bridge

A self-anchored suspension bridge is a suspension bridge type in which the main cables attach to the ends of the deck, rather than directly to the ground or via large anchorages. The design is well-suited for construction atop elevated piers, or in areas of unstable soils where anchorages would be difficult to construct.

The load path of the self-anchored suspension (SAS) bridge converts vertical loads into tension forces in the main cables which are countered by compressive forces in the towers and deck. The system balances forces internally without external anchorage requirements making it suitable for sites where large horizontal forces are difficult to anchor. This is similar to the method used in a tied-arch bridge where arch member compression is balanced by tension in the deck.

History
The self-anchored suspension bridge form originated in the mid-19th century, with a published description by Austrian engineer Josef Langer in 1859 and U.S. Patent No. 71,955 by American engineer Charles Bender in 1867. The form was applied to a handful of Rhine River crossings in Germany during the first half of the twentieth century.

Examples

 * The SAS portion of the eastern span replacement of the San Francisco–Oakland Bay Bridge (2013) is a single-tower asymmetric bridge with a main span of 385 m. It is currently the largest SAS bridge in the world.


 * The Pingsheng Bridge (2006) in China is a single-tower bridge with a main span of 350 m.


 * The Konohana Bridge (1990) in Japan and the Yeoungjong Grand Bridge (2000) in South Korea, both have two towers with a central span of 300 m.


 * The Three Sisters Bridges of Pittsburgh are the earliest examples (1924–28) of this bridge type in the US.


 * The Chelsea Bridge (1937) in London, England.


 * The Gagarin Street Bridge in Arkhangelsk, Russia.

Construction method
The nature of the self-anchored suspension bridge necessitates the temporary construction of falsework, in the form of compression struts or an underdeck, before work begins on the permanent structure. This requirement is inherent in the structure's definition.

In the absence of suspension via cableage, the deck of a suspension bridge is incapable of self-support. On a suspension bridge of the more usual earth-anchored type, both of the primary (i.e., horizontal) cable's anchorages exist prior to construction in the form of solid terrain. In the self-anchored suspension bridge, however, the cable must be anchored to the bridge deck, which has yet to be built and will not bear its own weight; ergo, falsework must be employed until the final method of suspension is possible.

The cables apply strong axial forces onto the bridge girders, which may require strengthening. Therefore, self-anchored suspension bridge spans tend to be smaller than earth-anchored ones.

Cable anchors
As in a traditional suspension bridge, the primary cable type may be multiple parallel independent cables as in the image at right of the Hutsonville Bridge (no longer extant), or eyebars, or a more conventional composite cable.