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concrete pylon was changed to a 139-m-high steel pylon. The overall appearance of the bridge design remained intact, however, which proved to be the decisive factor for its selection. In
November 1991, the city council chose the highly ambitious backward leaning bent pylon shape and made available the necessary additional funds for the asymmetric bridge.
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The thin deck profile was not only aesthetically motivated, but also dictated by a number of technical conditions, e.g., there needed to be a clear shipping height in the centre of the span of 12.5m for at least 200m. The deck was thus designed with two box girder spines, 2.25m high by 1.25m wide,
352:
In the subsequent engineering feasibility study, a number of significant design changes were made. Most importantly, live loads, like 60-ton trucks, would introduce tremendous bending forces into the backward leaning pylon; therefore back stays were added to minimize bending forces. The 150-m-high
674:
Shortly after completion. the main span cables of the
Erasmus Bridge in Rotterdam showed aerodynamic instabilities with large amplitudes. These instabilities were recognised as rain-wind-induced vibrations. Temporary measures were installed on the bridge, and a year later, tuned hydraulic dampers
408:
titled "Tiësto @ The Bridge, Rotterdam". The performance featured fire-fighting ships spraying jets of water into the air in front of the bridge, a fireworks barge launching fireworks beside the bridge, and multi colored spot/search lights attached to the bridge itself.
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where the cables were attached to support a deck with 4 traffic lanes and 2 tram tracks in between the two spines. The two spines were joined every 4.9m by transverse sections, which were cantilevered out 6.7m either side for the pedestrian and cycle ways.
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The bent pylon of the
Erasmus Bridge with 16 pairs of front stay cables and 2 sets of back stay cables; back stay cables attached at the minimal height of the third front stay, limiting the cantilever of the upper front cables at the top of the
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on
September 6, 1996. Shortly after the bridge opened to traffic in October 1996, it was discovered the bridge would swing under particularly strong wind conditions. To reduce the trembling, stronger shock dampers were installed.
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The
Erasmus Bridge is the result of an unusual design process in which architects and engineers interacted as equals. In the end this resulted in a bridge that evidences a full commitment to both technical and aesthetic
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The
Erasmus Bridge is the result of an unusual design process in which architects and engineers interacted as equals. In the end this resulted in a bridge that evidences a full commitment to both technical and aesthetic
349:: a single pylon positioned on one side of the river with a backward lean. Because the initially designed 150-m-high concrete bent pylon was to act as a counterweight for the 284-m span, the pylon had no back stays.
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Abstract: The following paper gives information on the construction and design of the
Erasmus Bridge, a critical analysis of the aesthetics and a consideration of the technical loading aspects to British standard
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On the concrete piers, the engineers designed the steel tubes within the concrete piers to support the bridge and the architects designed the concrete form around these inner steel tubes as a sculptural form.
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Geurts, Chris; Vrouwenvelder, Ton; van
Staalduinen, Piet; Reusink, Jaco (February 1998). "Numerical Modelling of Rain-Wind-Induced Vibration: Erasmus Bridge, Rotterdam".
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also known as
Erasmus of Rotterdam. The Erasmus Bridge is Rotterdam's most important landmark and is even part of the city's official logo.
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During the preliminary design process, many alternative designs were developed. In 1990, one of the review architects,
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561:(Source Books in Architecture (Book 4) ed.). Princeton Architectural Press. pp. 1–176.
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and completed in 1996. The cable-stayed bridge section has a single 139-metre-high (456 ft)
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for ships that cannot pass under the bridge. The bascule bridge is the largest and heaviest in
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After costing more than 165 million Euros to construct, the bridge was officially opened by
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Panorama of the bridge. From left to right in the background are the New Luxor
Theatre (
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Two box girder spines & transverse sections under the deck of the Erasmus bridge
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pale blue pylon with a prominent horizontal base, earning the bridge its
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The bridge was crossed during the prologue and the opening stage of the
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The southernmost span of the bridge has an 89-metre-long (292 ft)
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In 2005, the bridge served as the backdrop for a performance by
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The bascule section raised, one set backstay in left foreground
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2 tramway tracks, 4 traffic lanes, 2 cycle tracks, 2 sidewalks
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edition of the Tour. The bridge was also crossed during the
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UN Studio/ Erasmus Bridge, Rotterdam, The Netherlands
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The 802-metre-long (2,631 ft) bridge across the
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and has the largest panel of its type in the world.
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427:The bridge features during an interval act at the
694:Reusink, Jaco; Kuijpers, Martin (November 1998).
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633:. European Transport Conference. Archived from
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805:2014 New Year Eve Firework from Erasmus Bridge
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452:Erasmusbrug: cable-stayed and bascule bridge
741:"A Critical Analysis of the Erasmus Bridge"
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605:"Erasmus Bridge: Holland's tallest bridge"
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245:(English: "Erasmus Bridge") is a combined
696:"Designing the Erasmus Bridge, Rotterdam"
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917:Cable-stayed bridges in the Netherlands
515:Erasmus Bridgebrug and the Kop van Zuid
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527:Erasmus Bridge at night seen from the
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675:were mounted as a permanent solution.
265:. The bridge was named in 1992 after
750:. University of Bath. Archived from
700:Structural Engineering International
658:Structural Engineering International
16:Bridge in Rotterdam, The Netherlands
491:Erasmusbrug from above looking east
416:and during the second stage of the
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897:Bascule bridges in the Netherlands
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795:Erasmus bridge on bridge-info.org
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927:Steel bridges in the Netherlands
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557:Gannon, Todd, ed. (March 2004).
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922:Road bridges in the Netherlands
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476:Detail of pylon from the bridge
431:in the grand final by Dutch DJ
39:The Erasmus Bridge in Rotterdam
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629:M de Jong, J Annema (2010).
503:Erasmus Bridge from the East
429:Eurovision Song Contest 2021
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222:€ 165 million (365 million
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874:last bridge before the sea
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670:10.2749/101686698780489351
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422:2024 Tour de France Femmes
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907:Bridges completed in 1996
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191:12.5-metre (41 ft)
170:285-metre (935 ft)
162:139-metre (456 ft)
912:Bridges over the Rhine
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609:cityguiderotterdam.com
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825:Montevideo (highrise)
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932:Bridges in Rotterdam
271:Renaissance humanist
68:51.90917°N 4.48667°E
937:Towers in Rotterdam
800:Erasmusbrug Youtube
414:2010 Tour de France
399:The World Port Days
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637:on 18 October 2012
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339:Santiago Calatrava
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267:Desiderius Erasmus
902:Road-rail bridges
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829:World Port Center
395:Red Bull Air Race
257:in the centre of
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219:Construction cost
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187:Clearance below
127:Characteristics
110:The Netherlands
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757:on 17 May 2017
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335:Ben van Berkel
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302:bascule bridge
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297:"The Swan".
291:asymmetrical
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247:cable-stayed
242:
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167:Longest span
143:Total length
138:and concrete
119:
865:Erasmusbrug
859:Willemsbrug
842:Nieuwe Maas
582:erasmusbrug
385:Jackie Chan
255:Nieuwe Maas
243:Erasmusbrug
96:Nieuwe Maas
71: /
46:Coordinates
27:Erasmusbrug
891:Categories
871:Downstream
831:(highrise)
789:Structurae
748:bath.ac.uk
724:standards.
641:7 November
593:cvspdfdocs
568:156898426X
537:References
357:standards.
122:(The Swan)
56:51°54′33″N
489:Rotterdam
406:DJ Tiësto
390:Who Am I?
283:New Meuse
259:Rotterdam
106:Rotterdam
59:4°29′12″E
855:Upstream
827:and the
529:Euromast
433:Afrojack
295:nickname
231:Location
224:Guilders
201:Designer
178:of spans
132:Material
120:De Zwaan
807:(Video)
531:in 2012
439:Gallery
277:History
196:History
92:Crosses
84:Carries
768:codes.
761:17 May
717:15 May
614:15 May
565:
329:pylon.
320:Design
159:Height
102:Locale
755:(PDF)
744:(PDF)
387:film
151:Width
136:Steel
763:2020
719:2020
643:2012
616:2020
563:ISBN
418:2015
249:and
241:The
214:1996
821:KPN
786:at
708:doi
666:doi
345:in
176:No.
893::
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817:nl
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226:)
181:4
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