Suspension bridge: Difference between revisions

From Wikipedia, the free encyclopedia
Browse history interactively
← Previous editNext edit →
Content deleted Content added
VisualWikitext
RussBot (talk | contribs)
Bots
1,395,725 edits
m Robot: moving pages out of redirected category
←Replaced content with 'HI == Headline text == I LIKE YOU! AND SPONGEBOB!!!!'
Line 1: Line 1:
HI
:''This article is concerned with a particular type of suspension bridge, the '''suspended-deck''' type. For an index to the several types see [[suspension bridge types]].''
== Headline text == I LIKE YOU! AND SPONGEBOB!!!!
{{BridgeTypePix|image=suspension.bridge.bristol.arp.750pix.jpg|image_title=An early<!-- not the first of its kind - see Menai Suspension Bridge --> bridge of this type, the <br>[[Clifton Suspension Bridge]]|type_name=Suspension bridge|sibling_names=None, but see also [[cable stayed bridge]] and [[compression arch suspended-deck bridge]]|descendent_names=[[Self-anchored suspension bridge]]|ancestor_names=[[Simple suspension bridge]]|carries=[[Pedestrian]]s, [[automobile]]s, [[truck]]s, [[light rail]]|span_range=Medium to long|material=[[Steel rope]], multiple steel wire strand cables or forged or cast chain links|movable=No|design=medium|falsework=No}}

A '''suspension bridge''' is a type of [[bridge]] where the main load-bearing elements are hung from suspension [[cables]]. While modern suspension bridges with level decks date from the early 19th century, earlier types are reported from the 3rd century BC. [[Simple suspension bridge]]s, for use by [[pedestrian]]s and livestock, are still constructed, based upon the ancient [[Inca rope bridge]].

Suspended well from two high locations over a river or canyon, simple suspension bridges follow a shallow downward arc and are not suited for modern roads and railroads. Advances in materials and design led to the development of the '''suspended-deck suspension bridge''', a modern bridge capable of carrying [[vehicles]] and [[light rail]]. Instead of the deck following the downward arc of the main load-bearing [[cable]]s (or chains), these cables are suspended between towers, and vertical ''suspender cables'' carry the weight of the deck below, upon which traffic crosses. This arrangement allows the deck to be level or to arc slightly upward for additional clearance.

The suspension cables must be anchored at each end of the bridge, since any load applied to the bridge is transformed into a tension in these main cables. The main cables continue beyond the pillars to deck-level supports, and further continue to connections with anchors in the ground (An exception is the [[Royal Albert Bridge]] (1859) where the anchors are replaced by an [[arch]] between the columns.) The roadway is supported by vertical suspender cables or rods, called hangers. In some circumstances the towers may sit on a bluff or canyon edge where the road may proceed directly to the main span, otherwise the bridge will usually have two smaller spans, running between either pair of pillars and the highway, which may be supported by suspender cables or may use a truss bridge to make this connection. In the latter case there will be very little arc in the outboard main cables.

==History==
The suspension bridge is one of the oldest types of bridge. Early simple, or catenary, suspension bridges consisted of three or more [[cable]]s made from [[vine]]s, where people walked directly on the ropes to cross. Simple suspension bridges with decking made from planks resting on two cables date back at least to 285BC<ref name="Peters"/> in [[China]], and other bridges of similar type are recorded in [[Tibet]]. Seven bridges of this type were reportedly built in China in 95BC at [[Chengdu]] by [[Li Bing]].<ref name="Peters"/> A Chinese multi-span simple suspension bridge with [[bamboo]] cables is reported at Quan-Xian, documented from 960AD and possibly dating back to the 3rd century BC.<ref name="Peters"/>

Simple suspension bridges using [[iron]] [[chain]]s are also documented in China and the [[Himalayas]], although their earliest date is unclear. One example, the [[Luding Bridge]], dates from 1703, spanning 100 m using eleven iron chains.<ref name="Peters"/> Several are attributed to Tibetan monk Thang-stong rGyal-po, who reportedly built several in Tibet and [[Bhutan]] in the 15th century, including one at [[Chuka, Tibet|Chuka]].<ref name="Peters"/> Claims that more modern suspension bridges with a horizontal deck also originated in Tibet or China remain largely unsubstantiated.
[[Image:Jacobs-creek-bridge-1.jpg|thumb|right|<center>Finly's ''Jacob's Creek bridge''</center>]]
The first design for a bridge resembling the modern suspension bridge in the West is attributed to [[Faust Verantius]], whose 1595 book ''“Machinae Novae”'' included drawings both for a timber and rope suspension bridge, and a hybrid suspension and [[cable-stayed bridge]] using iron chains. However, the first such bridge actually built was [[James Finley (engineer)|James Finley’s]] iron chain bridge at Jacob’s Creek, in [[Pennsylvania]], in 1801. This was widely publicised from 1810 onwards, beginning a period of rapid development of the modern suspension bridge.

Early British chain bridges included the [[Dryburgh Abbey Bridge]] (1817) and 137 m [[Union Bridge (Tweed)|Union Bridge]] (1820), with spans rapidly increasing to 176 m with the [[Menai Suspension Bridge]] (1826). The [[Clifton Suspension Bridge]] shown above (designed in 1831, completed in 1864 with a 214 m central span) is one of the longest of the parabolic arc chain type.

Development of wire cable suspension bridges dates to the temporary simple suspension bridge at [[Annonay]] built by [[Marc Seguin]] and his brothers in 1822. It spanned only 18 m.<ref name="Peters"/> The first permanent wire cable suspension bridge was [[Guillaume Henri Dufour]]’s Saint Antoine Bridge in [[Geneva]] of 1823, with two 40 m spans.<ref name="Peters"/> The first with cables assembled in mid-air in the modern method was [[Joseph Chaley]]’s Grand Pont Suspendu in [[Fribourg]], in 1834.<ref name="Peters"/>

==Structural behavior==
===Structural analysis=== <!-- Please see the article discussion if you think terms parabola and catenary should be swapped -->
The main [[force (physics)|force]]s in a suspension bridge are [[tension (mechanics)|tension]] in the main cables and [[physical compression|compression]] in the pillars. Since almost all the force on the pillars is vertically downwards and they are also stabilized by the main cables, the pillars can be made quite slender, and they have been in, for example, the [[Severn Bridge]], near [[Bristol]], [[England]]
<center>{{wide image|Suspension bridge-panoramic.jpg|693px|<center>The slender lines of the [[Severn Bridge]]</center>}}</center>

Assuming a negligible weight as compared to the weight of the deck and vehicles being supported, a suspension bridge’s main cables will form a [[parabola]] (very similar to a [[catenary]], the form the unloaded cables take before the deck is added). This can be seen from the cable’s constant gradient increase with linear (deck) distance, this increase in gradient at each connection with the deck providing a net upward support force. Combined with the relatively simple constraints placed upon the actual deck, this makes the suspension bridge much simpler to design and analyze than a [[cable-stayed bridge]], where the deck is in compression.

===Advantages over other bridge types===
[[Image:Suspension bridge.jpg|right|thumb|A suspension bridge can be made out of simple materials such as wood and common wire rope.]]
*Longer main spans are achievable than with any other type of bridge
*Less material may be required than other bridge types, even at spans those can achieve, leading to a reduced construction cost
*Except for installation of the initial temporary cables, little access from below is required during construction, for example allowing a waterway to remain open while the bridge is built above
*May be better able to withstand [[seismic]] movements than heavier and more rigid bridges

===Disadvantages compared with other bridge types===
*Considerable stiffness or aerodynamic profiling may be required to prevent the bridge deck vibrating under high winds
*The relatively low deck stiffness compared to other types makes it more difficult to carry [[heavy rail]] traffic where high concentrated live loads occur
*Some access below may be required during construction, to lift the initial cables or to lift deck units. This access can often be avoided in [[cable-stayed bridge]] construction

==Variations==
===Underspanned suspension bridge===
[[Image:Micklewood-bridge.png|thumb|Micklewood Bridge as illustrated by Charles Drewry, 1832]]
In an underspanned suspension bridge, the main cables hang entirely below the bridge deck, but are still anchored into the ground in a similar way to the conventional type. Very few bridges of this nature have been built, as the deck is inherently less stable than when suspended below the cables. Examples include the Pont des Bergues of 1834 designed by [[Guillaume Henri Dufour]]<ref name="Peters">Peters, Tom F., ''“Transitions in Engineering: Guillaume Henri Dufour and the Early 19th Century Cable Suspension Bridges”'', Birkhauser, 1987, ISBN 3764319291</ref>; James Smith’s Micklewood Bridge <ref name="Drewry">Drewry, Charles Stewart, ''“Memoir on Suspension Bridges”'', Longman, Rees, Orme, Brown, Green & Longman, London, 1832</ref>; and a proposal by [[Robert Stevenson (civil engineer)|Robert Stevenson]] for a bridge over the River Almond near [[Edinburgh]]<ref name="Drewry"/>.

===Suspension cable types===
<!--[[Image:DSC01966.JPG|thumb|Moskovsky Bridge in [[Kiev]], [[Ukraine]].]] IMAGE SPEEDILY DELETED UNDER CRITERION WP:CSD#I3-->[[Image:SanFranciscoGoldenGateCables.jpg|thumb|Suspension cables of [[Golden Gate Bridge]].]]
The main suspension cable in older bridges was often made from chain or linked bars, but modern bridge cables are made from multiple strands of wire. This is for greater redundancy; a few flawed strands in the hundreds used pose very little threat, whereas a single bad link or [[eyebar]] can cause failure of the entire bridge. This was found to be the cause of the collapse of the [[Silver Bridge]] over the [[Ohio river]]. Another reason is that as spans increased, engineers were unable to lift larger chains into position, whereas parallel-strand cables can be largely prepared in mid-air.

===Deck structure types===
[[Image:RedSuspensionBridge.jpg|thumb|A plate deck suspension bridge over the [[Yangtze River]] in [[China]]]]
Most suspension bridges have open truss structures to support the roadbed (particularly owing to the unfavorable effects of using plate girders, discovered accidentally from the Tacoma Narrows bridge collapse). Recent developments in bridge aerodynamics have allowed the re-introduction of plate structures. In the illustration to the right, note the very sharp entry edge and sloping undergirders in the suspension bridge shown. This enables this type of construction to be used without the danger of vortex shedding and consequent aeroelastic effects, such as those that destroyed the [[Tacoma Narrows Bridge]].

===Use other than road and rail===
[[Image:Cable-suspended footbridge at DFW terminal D.JPG|left|thumb|Cable-suspended footbridge at [[Dallas-Fort Worth International Airport|Dallas Fort Worth Airport]] Terminal D]]
The principles of suspension used on the large scale may also appear in contexts less dramatic than road or rail bridges. Light cable suspension may prove less expensive and seem more elegant for a footbridge than strong girder supports. Where such a bridge spans a gap between two buildings, there is no need to construct special towers, as the buildings can anchor the cables. Cable suspension may also be augmented by the inherent stiffness of a structure that has much in common with a [[Tubular bridge]].
{{clear}}

==Construction sequence (wire strand cable type) ==
[[Image:Little Belt Bridge2.jpg|right|thumb|New [[Little Belt]] suspension bridge, 1970 [[Denmark]]]]
*Where the towers are founded on underwater piers, [[Caisson (engineering)|''caissons'']] are sunk and any soft bottom is excavated for a foundation. If the [[bedrock]] is too deep to be exposed by excavation or the sinking of a caisson, pilings are driven to the bedrock or into overlying hard soil, or a large concrete pad to distribute the weight over less resistant soil may be constructed, first preparing the surface with a bed of compacted gravel. (Such a pad footing can also accommodate the movements of an active [[Geologic fault|earthquake fault]], and this has been implemented on the foundations of the [[cable-stayed bridge|cable-stayed]] [[Rio-Antirio bridge]]. The foundation piers are then extended to above water level.
*Where the towers are founded on dry land, deep foundation excavation or pilings are used.
*From the tower foundation, towers of single or multiple columns are erected using concrete, stonework, or steel structures. At some elevation there must be a passage for the deck, with the columns extending high above this level.
*Smooth open cable paths called ''saddles'' are anchored atop the towers. These allow for slight movements of the cable as the loads change during construction. The top of these saddles may be closed with an additional part after completion of the bridge.
*''Anchorages'' are constructed to resist the tension of the cables. These are usually anchored in good quality rock, but may consist of massive reinforced concrete deadweights within an excavation. The anchorage structure will have multiple protruding open ''eyebolts'' enclosed within a secure space.
*A temporary suspended walkway supported by [[Rope|wire rope]] follows the curve of the cables to be constructed, mathematically described as a [[catenary]] arc.
[[Image:Manhattan Bridge Construction 1909.jpg|thumb|right|[[Manhattan Bridge]] in [[New York City]] with deck under construction from the towers outward.]]
*Another set of wire ropes are suspended above the walkway and are used to support a ''traveler'' that has wheels riding atop these cables. There will be one set of wire ropes and a traveler for each cable to be “spun”.
*Pulling cables attached to winches are capable of pulling the traveler from one anchorage to the other, traveling in arcs to the tops of the two towers.
*High strength wire, typically less than 10 mm in diameter, is pulled in a loop by pulleys on the traveler, with one end affixed at an anchorage. Workers stationed along the walkway attach the passing cable to a bundle with a temporary binding. When the traveler reaches the opposite anchorage the loop is placed over an open anchor [[eyebar]].
*The traveler is returned to the start point to pick up another loop or it is used to carry a new loop from this side.
*As loops are placed, corrosion proofing may be applied.
*In this way a complete sub-cable is created linking the eyebar (or a set of eyebars) from one anchorage to the other. The sub-cables will have a hexagonal cross section and are held together with the temporary bindings.
*Multiple adjacent sub-cables are placed adjacent to each other. While these are on a hexagonal grid, the general form for the larger cable is circular.
*The entire cable is then compressed by a traveling hydraulic press into a closely packed cylinder and tightly wrapped with additional wire to form the final circular cross section.
*''Saddles'' to carry the suspender cables are clamped to the main cables, each with an appropriate shape to conform to the ultimate slope of the main cables. Each saddle is an equal horizontal distance from the next, with spacing appropriate to the design of the deck.
*''Suspender cables'' engineered and cut to precise lengths and carrying swedged ends are looped over the saddles. In some bridges, where the towers are close to or on the shore, the suspender cables may be applied only to the central span.
[[Image:Lions' Gate Bridge 1938.jpg|thumb|right|[[Lions' Gate Bridge]] with deck under construction from the span's center]]
*Special lifting hosts attached to the suspenders or from the main cables are used to lift prefabricated sections of bridge deck to the proper level, provided that the local conditions allow the sections to be carried below the bridge by barge or other means, otherwise a traveling [[cantilever]] may be used to extend the deck one section at a time. If the addition of the deck structure extends from the towers the finished portions of the deck will pitch upward rather sharply, as there is no downward force in the center of the span. Upon completion of the deck the added load will pull the main cables into an arc mathematically described as a [[parabola]], while the arc of the deck will be as the designer intended — usually a gentle upward arc for added clearance if over a shipping channel, or flat in other cases such as a span over a canyon.
*With completion of the primary structure various details such as lighting, handrails, finish painting and paving are added.

==Golden Gate Bridge details gallery==
<gallery>
Image:Drahtseilgoldengatebridge.jpg|Demonstration section of main cable showing component wires
Image:GGB cable seat.jpg|Main cable seat at top of tower
Image:Golden Gate Bridge architecture 10.jpg|Suspender cables and saddle on main cable
</gallery>

==The longest suspension bridge spans in the world==
[[Image:Akashi-kaikyo bridge3.jpg|thumb|right|The [[Akashi-Kaikyo Bridge]] between [[Akashi]] and [[Awaji Island]], Japan]]
{{main|List of longest suspension bridge spans}}
Suspension bridge are typically ranked by the length of their main span.

#[[Akashi-Kaikyo Bridge]] ([[Japan]]), 1991&nbsp;m — 1998
#[[Xihoumen Bridge]] ([[China]]), 1650&nbsp;m — 2007
#[[Great Belt Bridge]] ([[Denmark]]), 1624&nbsp;m — 1998
#[[Runyang Bridge]] (China), 1490&nbsp;m — 2005
#[[Humber Bridge]] ([[England]], [[United Kingdom]]), 1410&nbsp;m — 1981. (The longest span from 1981 until 1998.)
#[[Jiangyin Suspension Bridge]] (China), 1385&nbsp;m — 1997
#[[Tsing Ma Bridge]] (China), 1377&nbsp;m — 1997 (longest span with both road and metro)
#[[Verrazano Narrows Bridge]] ([[United States|USA]]), 1298&nbsp;m — 1964. (The longest span from 1964 until 1981.)
#[[Golden Gate Bridge]] (USA), 1280&nbsp;m — 1937. (The longest span from 1937 until 1964.)
#[[Yangluo Bridge]] (China), 1280&nbsp;m — 2007


[[Image:Bosphorus Bridge Night.jpg|thumb|400px|center|Bosphorus Bridge in Istanbul, connecting Europe (left) and Asia (right) .You can see [[Fatih Sultan Mehmet Bridge]] in the background.]]
[[Image:Humber Bridge.png|right|thumb|The [[Humber Bridge]], [[UK]]]]

[[Image:Tsing Ma Bridge (1).jpg|thumb|left||[[Tsing Ma Bridge]], [[Hong Kong]]]]
The [[Strait of Messina Bridge]], with a center span of 3300&nbsp;m, was planned to connect [[Italy]] and [[Sicily]] but was cancelled shortly before construction was set to begin. Bridges have also been suggested for the [[Strait of Gibraltar]] and the [[Sunda Strait]] with longest spans of several [[kilometres]]. The suspension cables for these longest bridges are suspended from the ends of cable-stayed ties extending diagonally from tall pylons, also called towers.

<br clear=all/>

==Other famous suspension bridges==

''See also: [[List of longest suspension bridge spans#History of long spans|History of longest vehicle suspension bridge spans]].''

*[[Union Bridge (Tweed)|Union Bridge]] (England/Scotland), 137&nbsp;m — 1820. The longest span from 1820 to 1826. The oldest in the world still in use today.
*[[Royal Albert Bridge]] (1859) where the anchors are replaced by an [[arch]] between the columns.
*[[Bear Mountain Bridge]] (USA), 497&nbsp;m — 1924. The longest span from 1924 to 1926. The first suspension bridge to have a concrete deck. The construction methods pioneered in building it would make possible several much larger projects to follow.
*[[Royal Gorge Bridge]] (USA) 1929 The highest (384&nbsp;m) suspension bridge in the world.
*[[San Francisco-Oakland Bay Bridge]] (California, USA), 704&nbsp;m — 1936. The western portion is two complete two tower bridges end-to-end with a central anchorage, required to avoid dynamic interactions between three main spans between the four towers. Until recently, this was the longest steel high-level bridge in the world.<ref>{{cite web
|url=http://www.sfmuseum.org/hist9/mcgloin.html
|title=Symphonies in Steel: Bay Bridge and the Golden Gate
|last=McGloin
|first=Bernard
|publisher=Virtual Museum of the City of San Francisco
|accessdate=2008-01-12
}}</ref> The eastern portion (a [[cantilever bridge]]) [[Eastern span replacement of the San Francisco-Oakland Bay Bridge|is currently being replaced]] with a [[self-anchored suspension bridge]] which will be the longest of its type in the world.
*[[Tacoma Narrows Bridge]] (USA), 853&nbsp;m — 1950 & 2007. The largest twin suspension bridge in the world.

==Infamous suspension bridges==



*[[The Bridge of San Luis Rey]] (Fictional)
*[[Silver Bridge]], a 1928 eyebar chain bridge that collapsed in 1967, killing forty-six people.
*[[Tacoma Narrows Bridge]], (USA), 853&nbsp;m — 1940. The [[Tacoma Narrows]] are prone to sustained and moderately strong [[wind]]s, with which the bridge had a tendency to resonate (owing to its unique plate-girder deck structure and ultimately its nickname “The Galloping Gertie”). This led to its collapse only months after completion. The collapse was captured on film.

=Picture Gallery=

<gallery>
Image:Akashi-kaikyo_bridge_night_shot_small.jpg‎|Akashi-Kaikyo Bridge at night
Image:Ponte_25_Abril_Lisboa.JPG‎|25 de Abril Bridge in Lisbon, Portugal
Image:Tacoma_Narrows_Bridge_Falling.png‎|A suspension bridge falls: Tacoma Narrows Bridge collapses
Image:AmbassadorBridgesunsetting1.jpg|The Ambassador Bridge — Longest suspension bridge from 1929–1931.
Image:Brooklyn Bridge Postdlf.jpg|New York’s famous Brooklyn Bridge
Image:SF-Oakland-Bay-Bridge-Construction.jpg|San Francisco–Oakland Bay Bridge under construction
Image:Great Belt Bridge JvdC.jpg|Driving on the 2nd largest suspension bridge, Denmark’s Great Belt Bridge (Storebæltsbroen).
Image:Gwangan_Grand_Bridge.JPG|Busan, the Republic of Korea’s Gwangan Grand Bridge, with a suspension section of around 500 meters but with an overall length of 7,420 meters
Image:Golden Gate Bridge Aerial.jpg|The famous Golden Gate Bridge in San Francisco
Image:Ortakoey Istanbul Bosporusbruecke Mrz2005.jpg|Ortaköy Mosque and the [[Bosphorus Bridge]] in Istanbul
Image:Brooklyn Bridge by David Shankbone.jpg|[[Brooklyn Bridge]] with [[Manhattan Bridge]] in background
Image:SFOakBrWestPartVEast.jpg|Western portion of the [[San Francisco-Oakland Bay Bridge]] &mdash; two bridges with a common central anchorage
Image:Sc pt hercilio luz3.jpg|[[Hercilio Luz Bridge]], [[Florianópolis]], [[Brazil]]
Image:GoldenGateBridge.jpg|[[Golden Gate Bridge]], California, USA
</gallery>

==References==
{{Reflist}}

==See also==
* [[:Category:Suspension bridges]] — for articles about specific suspension bridges.
* [[List of longest suspension bridge spans]]
* [[Timeline of three longest spans|Timeline of three longest spans]] whether [[bridge]], [[aerial tramway]], [[Electric power transmission|powerline]], [[ceiling]] or [[dome]] etc.
* [[Cable-stayed bridge]] — superficially similar to a suspension bridge, but cables from the towers directly support the roadway, rather than the road being suspended indirectly by additional cables from the main cables connecting two towers.
* [[Inca rope bridges|Inca rope bridge]] — has features in common with a suspension bridge and predates them by at least three hundred years. However in a rope bridge the deck itself is suspended from the anchored piers and the guardrails are non-structural.
* [[Self-supporting suspension bridge]] — combining elements of a suspension bridge and a cable-stayed bridge.
* [[Simple suspension bridge]] — a modern implementation of the rope bridge using steel cables, although either the upper guardrail or lower footboard cables may be the main structural cables.
{{Bridge footer}}

== External links ==
{{commonscat|Suspension bridges}}
*[http://suspension.nblighthouses.com New Brunswick Canada suspension footbridges]
*[http://en.structurae.de/structures/stype/index.cfm?id=1001 Structurae: suspension bridges]
*[http://www.asce.org/history/hp_bridges.html American Society of Civil Engineers] History and heritage of civil engineering — bridges
*[http://www.bridgemeister.com Bridgemeister: Mostly suspension bridges]
*{{cite web
|url=http://www.nytimes.com/2007/05/08/science/08bridg.html?th&emc=th Inca suspension bridges
|title=How the Inca Leapt Canyons
|publisher=The New York Times
|last=Wilford
|first=John Noble
|date=May 8, 2007
}}
[[Category:Suspension bridges| ]]
[[Category:Bridges]]

[[af:Hangbrug]]
[[ar:جسر معلق]]
[[bg:Висящ мост]]
[[cs:Visutý most]]
[[da:Hængebro]]
[[de:Hängebrücke]]
[[eo:Pendoponto]]
[[es:Puente colgante]]
[[et:Rippsild]]
[[fr:Pont suspendu]]
[[he:גשר תלוי]]
[[hu:Függőhíd]]
[[it:Ponte sospeso]]
[[ja:吊り橋]]
[[nl:Hangbrug]]
[[no:Hengebro]]
[[pl:Most wiszący]]
[[pt:Ponte pênsil]]
[[ro:Poduri suspendate]]
[[ru:Висячий мост]]
[[simple:Suspension bridge]]
[[sv:Hängbro]]
[[tr:Asma köprü]]
[[uk:Підвісний міст]]
[[zh:悬索桥]]

Revision as of 17:56, 19 May 2008

HI == Headline text == I LIKE YOU! AND SPONGEBOB!!!!

Retrieved from "https://en.wikipedia.org/w/index.php?title=Suspension_bridge&oldid=213512583"